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Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
1
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 1 of 177STAAD.Pro for Windows 20.07.04.12
Job Information Engineer Checked Approved
Name:
Date: 31-Aug-15
Structure Type SPACE FRAME
Number of Nodes 10 Highest Node 10
Number of Elements 13 Highest Beam 13
Number of Basic Load Cases 4
Number of Combination Load Cases 6
Included in this printout are data for:All The Whole Structure
Included in this printout are results for load cases:Type L/C Name
Primary 1 DL
Primary 2 LL1
Primary 3 LL2
Primary 4 LL3
Combination 5 ULS 1
Combination 6 ULS 2
Combination 7 ULS 3
Combination 8 SLS 1
Combination 9 SLS 2
Combination 10 SLS 3
NodesNode X
(m)
Y
(m)
Z
(m)
1 0.000 0.000 0.000
2 0.750 0.000 0.000
3 -0.750 0.000 0.000
4 0.000 2.000 0.000
5 0.000 1.500 0.000
6 0.000 0.000 3.000
7 0.750 0.000 3.000
8 -0.750 0.000 3.000
9 0.000 2.000 3.000
10 0.000 1.500 3.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 2 of 177STAAD.Pro for Windows 20.07.04.12
BeamsBeam Node A Node B Length
(m)
Property (degrees)
1 3 1 0.750 1 0
2 1 2 0.750 1 0
3 1 5 1.500 1 0
4 5 4 0.500 1 0
5 5 3 1.677 1 0
6 5 2 1.677 1 0
7 8 6 0.750 1 0
8 6 7 0.750 1 0
9 6 10 1.500 1 0
10 10 9 0.500 1 0
11 10 8 1.677 1 0
12 10 7 1.677 1 0
13 4 9 3.000 1 0
Section PropertiesProp Section Area
(cm2)
Iyy
(cm4)
Izz
(cm4)
J
(cm4)
Material
1 CH152X76 22.800 114.000 852.000 4.956 STEEL
MaterialsMat Name E
(kN/mm2)
Density
(kg/m3)
(1/°K)
1 STEEL 205.000 0.300 7.83 E +3 12 E -6
2 STAINLESSSTEEL 197.930 0.300 7.83 E +3 18 E -6
3 ALUMINUM 68.948 0.330 2.71 E +3 23 E -6
4 CONCRETE 21.718 0.170 2.4 E +3 10 E -6
SupportsNode X
(kN/mm)
Y
(kN/mm)
Z
(kN/mm)
rX
(kN-m/deg)
rY
(kN-m/deg)
rZ
(kN-m/deg)
2 Fixed Fixed Fixed - - -
3 Fixed Fixed Fixed - - -
7 Fixed Fixed Fixed - - -
8 Fixed Fixed Fixed - - -
ReleasesThere is no data of this type.
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
3
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 3 of 177STAAD.Pro for Windows 20.07.04.12
Basic Load CasesNumber Name
1 DL
2 LL1
3 LL2
4 LL3
Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor
5 ULS 1 1 DL 1.40
2 LL1 1.60
6 ULS 2 1 DL 1.40
3 LL2 1.60
7 ULS 3 1 DL 1.40
4 LL3 1.60
8 SLS 1 1 DL 1.00
2 LL1 1.00
9 SLS 2 1 DL 1.00
3 LL2 1.00
10 SLS 3 1 DL 1.00
4 LL3 1.00
Load GeneratorsThere is no data of this type.
Selfweight : 1 DLDirection Factor
Y -1.000
Beam Loads : 2 LL1Beam Type Direction Fa Da
(m)
Fb Db Ecc.
(m)
13 CON kN GY -20.000 0.850 - - -
Beam Loads : 3 LL2Beam Type Direction Fa Da
(m)
Fb Db Ecc.
(m)
13 CON kN GY -20.000 1.500 - - -
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
4
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 4 of 177STAAD.Pro for Windows 20.07.04.12
Beam Loads : 4 LL3Beam Type Direction Fa Da
(m)
Fb Db Ecc.
(m)
13 CON kN GY -20.000 2.150 - - -
Node DisplacementsNode L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
1 1:DL 0.000 -0.003 -0.002 0.004 -0.000 -0.000 0.000
2:LL1 0.000 -0.027 -0.107 0.110 -0.000 -0.000 0.000
3:LL2 0.000 -0.019 -0.131 0.133 -0.001 0.000 -0.000
4:LL3 0.000 -0.011 -0.107 0.107 -0.002 -0.000 0.000
5:ULS 1 0.000 -0.048 -0.174 0.180 -0.001 -0.000 0.000
6:ULS 2 0.000 -0.035 -0.213 0.216 -0.002 -0.000 -0.000
7:ULS 3 0.000 -0.021 -0.174 0.175 -0.003 -0.000 0.000
8:SLS 1 0.000 -0.030 -0.109 0.113 -0.000 -0.000 0.000
9:SLS 2 0.000 -0.022 -0.134 0.135 -0.001 -0.000 -0.000
10:SLS 3 0.000 -0.014 -0.109 0.110 -0.002 -0.000 0.000
2 1:DL 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 -0.001 -0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 -0.002 -0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 -0.001 -0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 -0.002 -0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 -0.003 -0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 -0.001 -0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 -0.002 -0.000 0.000
3 1:DL 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000
2:LL1 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000
3:LL2 0.000 0.000 0.000 0.000 -0.001 0.000 -0.000
4:LL3 0.000 0.000 0.000 0.000 -0.002 0.000 -0.000
5:ULS 1 0.000 0.000 0.000 0.000 -0.001 0.000 -0.000
6:ULS 2 0.000 0.000 0.000 0.000 -0.002 0.000 -0.000
7:ULS 3 0.000 0.000 0.000 0.000 -0.003 0.000 -0.000
8:SLS 1 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000
9:SLS 2 0.000 0.000 0.000 0.000 -0.001 0.000 -0.000
10:SLS 3 0.000 0.000 0.000 0.000 -0.002 0.000 -0.000
4 1:DL 0.000 -0.003 0.000 0.003 0.000 0.000 -0.000
2:LL1 0.000 -0.046 1.542 1.542 0.005 -0.000 -0.000
3:LL2 0.000 -0.032 0.003 0.032 0.005 0.000 0.000
4:LL3 0.000 -0.018 -1.536 1.536 0.003 0.000 0.000
5:ULS 1 0.000 -0.076 2.467 2.468 0.007 -0.000 -0.000
6:ULS 2 0.000 -0.054 0.006 0.055 0.007 0.000 0.000
7:ULS 3 0.000 -0.032 -2.457 2.458 0.005 0.000 0.000
8:SLS 1 0.000 -0.048 1.542 1.542 0.005 -0.000 -0.000
9:SLS 2 0.000 -0.034 0.003 0.035 0.005 0.000 0.000
10:SLS 3 0.000 -0.021 -1.536 1.536 0.003 0.000 0.000
5 1:DL 0.000 -0.002 -0.022 0.022 0.000 0.000 0.000
2:LL1 0.000 -0.030 0.141 0.144 0.001 -0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
5
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 5 of 177STAAD.Pro for Windows 20.07.04.12
Node Displacements Cont...Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
3:LL2 0.000 -0.021 -1.248 1.248 0.001 0.000 0.000
4:LL3 0.000 -0.012 -2.168 2.168 -0.000 0.000 0.000
5:ULS 1 0.000 -0.051 0.194 0.201 0.002 -0.000 0.000
6:ULS 2 0.000 -0.037 -2.027 2.027 0.001 0.000 0.000
7:ULS 3 0.000 -0.022 -3.499 3.499 -0.000 0.000 0.000
8:SLS 1 0.000 -0.032 0.119 0.123 0.001 -0.000 0.000
9:SLS 2 0.000 -0.023 -1.270 1.270 0.001 0.000 0.000
10:SLS 3 0.000 -0.014 -2.189 2.189 -0.000 0.000 0.000
6 1:DL -0.000 -0.003 0.002 0.004 0.000 0.000 -0.000
2:LL1 0.000 -0.011 0.107 0.107 0.002 -0.000 0.000
3:LL2 -0.000 -0.019 0.131 0.133 0.001 -0.000 0.000
4:LL3 -0.000 -0.027 0.107 0.110 0.000 -0.000 -0.000
5:ULS 1 -0.000 -0.021 0.174 0.175 0.003 -0.000 -0.000
6:ULS 2 -0.000 -0.035 0.213 0.216 0.002 -0.000 0.000
7:ULS 3 -0.000 -0.048 0.174 0.180 0.001 -0.000 -0.000
8:SLS 1 -0.000 -0.014 0.109 0.110 0.002 -0.000 -0.000
9:SLS 2 -0.000 -0.022 0.134 0.135 0.001 -0.000 0.000
10:SLS 3 -0.000 -0.030 0.109 0.113 0.000 -0.000 -0.000
7 1:DL 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.002 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.001 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.003 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.002 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.001 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.002 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.001 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
8 1:DL 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000
2:LL1 0.000 0.000 0.000 0.000 0.002 -0.000 -0.000
3:LL2 0.000 0.000 0.000 0.000 0.001 -0.000 -0.000
4:LL3 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.003 -0.000 -0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.002 -0.000 -0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.001 -0.000 -0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.002 -0.000 -0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.001 -0.000 -0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000
9 1:DL 0.000 -0.003 -0.000 0.003 -0.000 -0.000 -0.000
2:LL1 -0.000 -0.018 1.536 1.536 -0.003 0.000 -0.000
3:LL2 0.000 -0.032 -0.003 0.032 -0.005 0.000 -0.000
4:LL3 0.000 -0.046 -1.542 1.542 -0.005 -0.000 -0.000
5:ULS 1 -0.000 -0.032 2.457 2.458 -0.005 0.000 -0.000
6:ULS 2 0.000 -0.054 -0.006 0.055 -0.007 0.000 -0.000
7:ULS 3 0.000 -0.076 -2.467 2.468 -0.007 -0.000 -0.000
8:SLS 1 -0.000 -0.021 1.536 1.536 -0.003 0.000 -0.000
9:SLS 2 0.000 -0.034 -0.003 0.035 -0.005 0.000 -0.000
10:SLS 3 0.000 -0.048 -1.542 1.542 -0.005 -0.000 -0.000
10 1:DL -0.000 -0.002 0.022 0.022 -0.000 0.000 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
6
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 6 of 177STAAD.Pro for Windows 20.07.04.12
Node Displacements Cont...Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
2:LL1 0.000 -0.012 2.168 2.168 0.000 0.000 -0.000
3:LL2 0.000 -0.021 1.248 1.248 -0.001 0.000 -0.000
4:LL3 0.000 -0.030 -0.141 0.144 -0.001 0.000 0.000
5:ULS 1 -0.000 -0.022 3.499 3.499 0.000 0.000 -0.000
6:ULS 2 -0.000 -0.037 2.027 2.027 -0.001 0.000 -0.000
7:ULS 3 -0.000 -0.051 -0.194 0.201 -0.002 0.000 -0.000
8:SLS 1 -0.000 -0.014 2.189 2.189 0.000 0.000 -0.000
9:SLS 2 -0.000 -0.023 1.270 1.270 -0.001 0.000 -0.000
10:SLS 3 -0.000 -0.032 -0.119 0.123 -0.001 0.000 -0.000
Node Displacement SummaryNode L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
Max X 9 7:ULS 3 0.000 -0.076 -2.467 2.468 -0.007 -0.000 -0.000
Min X 10 6:ULS 2 -0.000 -0.037 2.027 2.027 -0.001 0.000 -0.000
Max Y 2 1:DL 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000
Min Y 9 7:ULS 3 0.000 -0.076 -2.467 2.468 -0.007 -0.000 -0.000
Max Z 10 5:ULS 1 -0.000 -0.022 3.499 3.499 0.000 0.000 -0.000
Min Z 5 7:ULS 3 0.000 -0.022 -3.499 3.499 -0.000 0.000 0.000
Max rX 4 6:ULS 2 0.000 -0.054 0.006 0.055 0.007 0.000 0.000
Min rX 9 6:ULS 2 0.000 -0.054 -0.006 0.055 -0.007 0.000 -0.000
Max rY 3 6:ULS 2 0.000 0.000 0.000 0.000 -0.002 0.000 -0.000
Min rY 2 6:ULS 2 0.000 0.000 0.000 0.000 -0.002 -0.000 0.000
Max rZ 7 7:ULS 3 0.000 0.000 0.000 0.000 0.001 0.000 0.000
Min rZ 8 7:ULS 3 0.000 0.000 0.000 0.000 0.001 -0.000 -0.000
Max Rst 10 5:ULS 1 -0.000 -0.022 3.499 3.499 0.000 0.000 -0.000
Beam Displacement DetailDisplacements shown in italic indicate the presence of an offset
Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1 1:DL 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 -0.000 0.001
0.150 0.000 -0.001 -0.001 0.001
0.225 -0.000 -0.001 -0.001 0.002
0.300 0.000 -0.002 -0.001 0.002
0.375 -0.000 -0.002 -0.002 0.003
0.450 0.000 -0.002 -0.002 0.003
0.525 0.000 -0.003 -0.002 0.003
0.600 0.000 -0.003 -0.002 0.004
0.675 -0.000 -0.003 -0.002 0.004
0.750 0.000 -0.003 -0.002 0.004
2:LL1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.003 -0.016 0.016
0.150 0.000 -0.007 -0.031 0.032
0.225 -0.000 -0.010 -0.046 0.047
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
7
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 7 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.300 0.000 -0.014 -0.060 0.062
0.375 -0.000 -0.017 -0.073 0.075
0.450 0.000 -0.020 -0.084 0.086
0.525 0.000 -0.023 -0.093 0.096
0.600 0.000 -0.025 -0.100 0.103
0.675 -0.000 -0.026 -0.105 0.108
0.750 0.000 -0.027 -0.107 0.110
3:LL2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.002 -0.020 0.020
0.150 0.000 -0.005 -0.039 0.039
0.225 -0.000 -0.007 -0.057 0.058
0.300 0.000 -0.009 -0.074 0.075
0.375 -0.000 -0.012 -0.090 0.091
0.450 0.000 -0.014 -0.104 0.104
0.525 0.000 -0.016 -0.115 0.116
0.600 0.000 -0.017 -0.123 0.125
0.675 -0.000 -0.018 -0.129 0.130
0.750 0.000 -0.019 -0.131 0.133
4:LL3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 -0.016 0.016
0.150 0.000 -0.003 -0.031 0.032
0.225 -0.000 -0.004 -0.046 0.047
0.300 0.000 -0.005 -0.060 0.061
0.375 -0.000 -0.007 -0.073 0.073
0.450 0.000 -0.008 -0.084 0.084
0.525 0.000 -0.009 -0.093 0.094
0.600 0.000 -0.010 -0.100 0.101
0.675 -0.000 -0.010 -0.105 0.105
0.750 0.000 -0.011 -0.107 0.107
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.006 -0.026 0.027
0.150 0.000 -0.012 -0.051 0.053
0.225 -0.000 -0.018 -0.076 0.078
0.300 0.000 -0.024 -0.098 0.101
0.375 -0.000 -0.030 -0.119 0.123
0.450 0.000 -0.035 -0.137 0.142
0.525 0.000 -0.040 -0.152 0.157
0.600 0.000 -0.044 -0.163 0.169
0.675 -0.000 -0.046 -0.171 0.177
0.750 0.000 -0.048 -0.174 0.180
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.004 -0.032 0.032
0.150 0.000 -0.009 -0.063 0.064
0.225 -0.000 -0.013 -0.093 0.094
0.300 0.000 -0.018 -0.121 0.122
0.375 -0.000 -0.022 -0.146 0.148
0.450 0.000 -0.026 -0.168 0.170
0.525 0.000 -0.029 -0.187 0.189
0.600 0.000 -0.032 -0.201 0.203
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
8
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 8 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.675 -0.000 -0.033 -0.210 0.212
0.750 0.000 -0.035 -0.213 0.216
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.003 -0.026 0.026
0.150 0.000 -0.006 -0.051 0.052
0.225 -0.000 -0.008 -0.076 0.076
0.300 0.000 -0.011 -0.098 0.099
0.375 -0.000 -0.014 -0.119 0.120
0.450 0.000 -0.016 -0.137 0.138
0.525 0.000 -0.018 -0.152 0.153
0.600 0.000 -0.020 -0.163 0.165
0.675 -0.000 -0.021 -0.171 0.172
0.750 0.000 -0.021 -0.174 0.175
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.004 -0.016 0.017
0.150 0.000 -0.008 -0.032 0.033
0.225 -0.000 -0.012 -0.047 0.049
0.300 0.000 -0.015 -0.062 0.064
0.375 -0.000 -0.019 -0.075 0.077
0.450 0.000 -0.022 -0.086 0.089
0.525 0.000 -0.025 -0.095 0.099
0.600 0.000 -0.028 -0.102 0.106
0.675 -0.000 -0.029 -0.107 0.111
0.750 0.000 -0.030 -0.109 0.113
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.003 -0.020 0.020
0.150 0.000 -0.006 -0.039 0.040
0.225 -0.000 -0.008 -0.058 0.059
0.300 0.000 -0.011 -0.076 0.076
0.375 -0.000 -0.014 -0.092 0.093
0.450 0.000 -0.016 -0.105 0.107
0.525 0.000 -0.018 -0.117 0.118
0.600 0.000 -0.020 -0.126 0.127
0.675 -0.000 -0.021 -0.131 0.133
0.750 0.000 -0.022 -0.134 0.135
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.002 -0.016 0.016
0.150 0.000 -0.004 -0.032 0.032
0.225 -0.000 -0.005 -0.047 0.048
0.300 0.000 -0.007 -0.062 0.062
0.375 -0.000 -0.009 -0.075 0.075
0.450 0.000 -0.010 -0.086 0.087
0.525 0.000 -0.012 -0.095 0.096
0.600 0.000 -0.013 -0.102 0.103
0.675 -0.000 -0.013 -0.107 0.108
0.750 0.000 -0.014 -0.109 0.110
2 1:DL 0.000 0.000 -0.003 -0.002 0.004
0.075 -0.000 -0.003 -0.002 0.004
0.150 -0.000 -0.003 -0.002 0.004
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
9
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 9 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.225 -0.000 -0.003 -0.002 0.003
0.300 0.000 -0.002 -0.002 0.003
0.375 -0.000 -0.002 -0.002 0.003
0.450 0.000 -0.002 -0.001 0.002
0.525 -0.000 -0.001 -0.001 0.002
0.600 0.000 -0.001 -0.001 0.001
0.675 0.000 -0.000 -0.000 0.001
0.750 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 -0.027 -0.107 0.110
0.075 -0.000 -0.026 -0.105 0.108
0.150 -0.000 -0.025 -0.100 0.103
0.225 -0.000 -0.023 -0.093 0.096
0.300 0.000 -0.020 -0.084 0.086
0.375 -0.000 -0.017 -0.073 0.075
0.450 0.000 -0.014 -0.060 0.062
0.525 -0.000 -0.010 -0.046 0.047
0.600 0.000 -0.007 -0.031 0.032
0.675 0.000 -0.003 -0.016 0.016
0.750 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 -0.019 -0.131 0.133
0.075 -0.000 -0.018 -0.129 0.130
0.150 -0.000 -0.017 -0.123 0.125
0.225 -0.000 -0.016 -0.115 0.116
0.300 0.000 -0.014 -0.104 0.104
0.375 -0.000 -0.012 -0.090 0.091
0.450 0.000 -0.009 -0.074 0.075
0.525 -0.000 -0.007 -0.057 0.058
0.600 0.000 -0.005 -0.039 0.039
0.675 0.000 -0.002 -0.020 0.020
0.750 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 -0.011 -0.107 0.107
0.075 -0.000 -0.010 -0.105 0.105
0.150 -0.000 -0.010 -0.100 0.101
0.225 -0.000 -0.009 -0.093 0.094
0.300 0.000 -0.008 -0.084 0.084
0.375 -0.000 -0.007 -0.073 0.073
0.450 0.000 -0.005 -0.060 0.061
0.525 -0.000 -0.004 -0.046 0.047
0.600 0.000 -0.003 -0.031 0.032
0.675 0.000 -0.001 -0.016 0.016
0.750 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 -0.048 -0.174 0.180
0.075 -0.000 -0.046 -0.171 0.177
0.150 -0.000 -0.044 -0.163 0.169
0.225 -0.000 -0.040 -0.152 0.157
0.300 0.000 -0.035 -0.137 0.142
0.375 -0.000 -0.030 -0.119 0.123
0.450 0.000 -0.024 -0.098 0.101
0.525 -0.000 -0.018 -0.076 0.078
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
10
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 10 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.600 0.000 -0.012 -0.051 0.053
0.675 0.000 -0.006 -0.026 0.027
0.750 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 -0.035 -0.213 0.216
0.075 -0.000 -0.033 -0.210 0.212
0.150 -0.000 -0.032 -0.201 0.203
0.225 -0.000 -0.029 -0.187 0.189
0.300 0.000 -0.026 -0.168 0.170
0.375 -0.000 -0.022 -0.146 0.148
0.450 0.000 -0.018 -0.121 0.122
0.525 -0.000 -0.013 -0.093 0.094
0.600 0.000 -0.009 -0.063 0.064
0.675 0.000 -0.004 -0.032 0.032
0.750 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 -0.021 -0.174 0.175
0.075 -0.000 -0.021 -0.171 0.172
0.150 -0.000 -0.020 -0.163 0.165
0.225 -0.000 -0.018 -0.152 0.153
0.300 0.000 -0.016 -0.137 0.138
0.375 -0.000 -0.014 -0.119 0.120
0.450 0.000 -0.011 -0.098 0.099
0.525 -0.000 -0.008 -0.076 0.076
0.600 0.000 -0.006 -0.051 0.052
0.675 0.000 -0.003 -0.026 0.026
0.750 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 -0.030 -0.109 0.113
0.075 -0.000 -0.029 -0.107 0.111
0.150 -0.000 -0.028 -0.102 0.106
0.225 -0.000 -0.025 -0.095 0.099
0.300 0.000 -0.022 -0.086 0.089
0.375 -0.000 -0.019 -0.075 0.077
0.450 0.000 -0.015 -0.062 0.064
0.525 -0.000 -0.012 -0.047 0.049
0.600 0.000 -0.008 -0.032 0.033
0.675 0.000 -0.004 -0.016 0.017
0.750 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 -0.022 -0.134 0.135
0.075 -0.000 -0.021 -0.131 0.133
0.150 -0.000 -0.020 -0.126 0.127
0.225 -0.000 -0.018 -0.117 0.118
0.300 0.000 -0.016 -0.105 0.107
0.375 -0.000 -0.014 -0.092 0.093
0.450 0.000 -0.011 -0.076 0.076
0.525 -0.000 -0.008 -0.058 0.059
0.600 0.000 -0.006 -0.039 0.040
0.675 0.000 -0.003 -0.020 0.020
0.750 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 -0.014 -0.109 0.110
0.075 -0.000 -0.013 -0.107 0.108
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
11
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 11 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.150 -0.000 -0.013 -0.102 0.103
0.225 -0.000 -0.012 -0.095 0.096
0.300 0.000 -0.010 -0.086 0.087
0.375 -0.000 -0.009 -0.075 0.075
0.450 0.000 -0.007 -0.062 0.062
0.525 -0.000 -0.005 -0.047 0.048
0.600 0.000 -0.004 -0.032 0.032
0.675 0.000 -0.002 -0.016 0.016
0.750 0.000 0.000 0.000 0.000
3 1:DL 0.000 0.000 -0.003 -0.002 0.004
0.150 0.000 -0.003 -0.006 0.007
0.300 0.000 -0.003 -0.010 0.010
0.450 0.000 -0.003 -0.013 0.013
0.600 0.000 -0.003 -0.016 0.016
0.750 0.000 -0.003 -0.019 0.019
0.900 0.000 -0.003 -0.021 0.021
1.050 0.000 -0.002 -0.022 0.022
1.200 0.000 -0.002 -0.023 0.023
1.350 0.000 -0.002 -0.023 0.023
1.500 0.000 -0.002 -0.022 0.022
2:LL1 0.000 0.000 -0.027 -0.107 0.110
0.150 0.000 -0.027 -0.163 0.166
0.300 0.000 -0.028 -0.215 0.217
0.450 0.000 -0.028 -0.256 0.258
0.600 0.000 -0.028 -0.284 0.285
0.750 0.000 -0.029 -0.292 0.294
0.900 0.000 -0.029 -0.273 0.275
1.050 0.000 -0.029 -0.225 0.227
1.200 0.000 -0.030 -0.143 0.146
1.350 0.000 -0.030 -0.023 0.038
1.500 0.000 -0.030 0.141 0.144
3:LL2 0.000 0.000 -0.019 -0.131 0.133
0.150 0.000 -0.019 -0.343 0.344
0.300 0.000 -0.019 -0.549 0.549
0.450 0.000 -0.020 -0.742 0.742
0.600 0.000 -0.020 -0.918 0.918
0.750 0.000 -0.020 -1.070 1.071
0.900 0.000 -0.020 -1.189 1.189
1.050 0.000 -0.020 -1.272 1.272
1.200 0.000 -0.021 -1.313 1.313
1.350 0.000 -0.021 -1.307 1.307
1.500 0.000 -0.021 -1.248 1.248
4:LL3 0.000 0.000 -0.011 -0.107 0.107
0.150 0.000 -0.011 -0.394 0.394
0.300 0.000 -0.011 -0.676 0.676
0.450 0.000 -0.011 -0.949 0.949
0.600 0.000 -0.011 -1.207 1.207
0.750 0.000 -0.011 -1.446 1.446
0.900 0.000 -0.011 -1.658 1.658
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
12
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 12 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.050 0.000 -0.012 -1.841 1.841
1.200 0.000 -0.012 -1.990 1.990
1.350 0.000 -0.012 -2.100 2.100
1.500 0.000 -0.012 -2.168 2.168
5:ULS 1 0.000 0.000 -0.048 -0.174 0.180
0.150 0.000 -0.048 -0.270 0.274
0.300 0.000 -0.048 -0.357 0.360
0.450 0.000 -0.049 -0.429 0.431
0.600 0.000 -0.049 -0.477 0.479
0.750 0.000 -0.050 -0.494 0.497
0.900 0.000 -0.050 -0.467 0.469
1.050 0.000 -0.050 -0.391 0.395
1.200 0.000 -0.051 -0.261 0.266
1.350 0.000 -0.051 -0.068 0.085
1.500 0.000 -0.051 0.194 0.201
6:ULS 2 0.000 0.000 -0.035 -0.213 0.216
0.150 0.000 -0.035 -0.557 0.558
0.300 0.000 -0.035 -0.891 0.892
0.450 0.000 -0.035 -1.205 1.206
0.600 0.000 -0.035 -1.491 1.491
0.750 0.000 -0.036 -1.739 1.739
0.900 0.000 -0.036 -1.932 1.932
1.050 0.000 -0.036 -2.066 2.066
1.200 0.000 -0.036 -2.133 2.133
1.350 0.000 -0.037 -2.123 2.123
1.500 0.000 -0.037 -2.027 2.027
7:ULS 3 0.000 0.000 -0.021 -0.174 0.175
0.150 0.000 -0.021 -0.639 0.639
0.300 0.000 -0.022 -1.096 1.096
0.450 0.000 -0.022 -1.536 1.537
0.600 0.000 -0.022 -1.954 1.954
0.750 0.000 -0.022 -2.341 2.341
0.900 0.000 -0.022 -2.682 2.682
1.050 0.000 -0.022 -2.977 2.977
1.200 0.000 -0.022 -3.216 3.216
1.350 0.000 -0.022 -3.392 3.392
1.500 0.000 -0.022 -3.499 3.499
8:SLS 1 0.000 0.000 -0.030 -0.109 0.113
0.150 0.000 -0.030 -0.169 0.172
0.300 0.000 -0.031 -0.224 0.226
0.450 0.000 -0.031 -0.269 0.271
0.600 0.000 -0.031 -0.300 0.302
0.750 0.000 -0.031 -0.311 0.313
0.900 0.000 -0.032 -0.294 0.296
1.050 0.000 -0.032 -0.247 0.249
1.200 0.000 -0.032 -0.166 0.169
1.350 0.000 -0.032 -0.046 0.056
1.500 0.000 -0.032 0.119 0.123
9:SLS 2 0.000 0.000 -0.022 -0.134 0.135
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
13
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 13 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.150 0.000 -0.022 -0.349 0.350
0.300 0.000 -0.022 -0.558 0.559
0.450 0.000 -0.022 -0.755 0.755
0.600 0.000 -0.022 -0.934 0.934
0.750 0.000 -0.023 -1.089 1.089
0.900 0.000 -0.023 -1.210 1.210
1.050 0.000 -0.023 -1.294 1.294
1.200 0.000 -0.023 -1.336 1.336
1.350 0.000 -0.023 -1.330 1.330
1.500 0.000 -0.023 -1.270 1.270
10:SLS 3 0.000 0.000 -0.014 -0.109 0.110
0.150 0.000 -0.014 -0.400 0.400
0.300 0.000 -0.014 -0.686 0.686
0.450 0.000 -0.014 -0.962 0.962
0.600 0.000 -0.014 -1.223 1.223
0.750 0.000 -0.014 -1.465 1.465
0.900 0.000 -0.014 -1.679 1.679
1.050 0.000 -0.014 -1.863 1.863
1.200 0.000 -0.014 -2.013 2.013
1.350 0.000 -0.014 -2.123 2.123
1.500 0.000 -0.014 -2.189 2.189
4 1:DL 0.000 0.000 -0.002 -0.022 0.022
0.050 0.000 -0.002 -0.021 0.021
0.100 0.000 -0.002 -0.020 0.020
0.150 0.000 -0.002 -0.019 0.019
0.200 0.000 -0.002 -0.017 0.017
0.250 0.000 -0.002 -0.015 0.015
0.300 0.000 -0.002 -0.013 0.013
0.350 0.000 -0.002 -0.010 0.011
0.400 0.000 -0.002 -0.007 0.008
0.450 0.000 -0.003 -0.004 0.005
0.500 0.000 -0.003 0.000 0.003
2:LL1 0.000 0.000 -0.030 0.141 0.144
0.050 0.000 -0.032 0.211 0.214
0.100 0.000 -0.033 0.296 0.298
0.150 0.000 -0.035 0.395 0.397
0.200 0.000 -0.036 0.509 0.510
0.250 0.000 -0.038 0.638 0.639
0.300 0.000 -0.039 0.786 0.787
0.350 0.000 -0.041 0.949 0.950
0.400 0.000 -0.043 1.129 1.130
0.450 0.000 -0.044 1.327 1.327
0.500 0.000 -0.046 1.542 1.542
3:LL2 0.000 0.000 -0.021 -1.248 1.248
0.050 0.000 -0.022 -1.208 1.208
0.100 0.000 -0.023 -1.151 1.151
0.150 0.000 -0.024 -1.077 1.077
0.200 0.000 -0.025 -0.984 0.984
0.250 0.000 -0.026 -0.872 0.872
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
14
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 14 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.300 0.000 -0.027 -0.738 0.738
0.350 0.000 -0.029 -0.584 0.585
0.400 0.000 -0.030 -0.409 0.410
0.450 0.000 -0.031 -0.214 0.216
0.500 0.000 -0.032 0.003 0.032
4:LL3 0.000 0.000 -0.012 -2.168 2.168
0.050 0.000 -0.013 -2.174 2.174
0.100 0.000 -0.013 -2.166 2.166
0.150 0.000 -0.014 -2.144 2.144
0.200 0.000 -0.014 -2.107 2.107
0.250 0.000 -0.015 -2.054 2.055
0.300 0.000 -0.016 -1.984 1.984
0.350 0.000 -0.016 -1.898 1.898
0.400 0.000 -0.017 -1.794 1.794
0.450 0.000 -0.017 -1.674 1.674
0.500 0.000 -0.018 -1.536 1.536
5:ULS 1 0.000 0.000 -0.051 0.194 0.201
0.050 0.000 -0.054 0.308 0.313
0.100 0.000 -0.056 0.445 0.449
0.150 0.000 -0.059 0.606 0.609
0.200 0.000 -0.061 0.790 0.793
0.250 0.000 -0.064 1.000 1.002
0.300 0.000 -0.066 1.239 1.241
0.350 0.000 -0.069 1.504 1.506
0.400 0.000 -0.071 1.797 1.798
0.450 0.000 -0.074 2.117 2.119
0.500 0.000 -0.077 2.467 2.468
6:ULS 2 0.000 0.000 -0.037 -2.027 2.027
0.050 0.000 -0.039 -1.963 1.963
0.100 0.000 -0.040 -1.870 1.871
0.150 0.000 -0.042 -1.749 1.749
0.200 0.000 -0.044 -1.598 1.598
0.250 0.000 -0.046 -1.416 1.417
0.300 0.000 -0.047 -1.199 1.200
0.350 0.000 -0.049 -0.948 0.950
0.400 0.000 -0.051 -0.665 0.667
0.450 0.000 -0.053 -0.347 0.351
0.500 0.000 -0.054 0.006 0.055
7:ULS 3 0.000 0.000 -0.022 -3.499 3.499
0.050 0.000 -0.023 -3.508 3.508
0.100 0.000 -0.024 -3.494 3.494
0.150 0.000 -0.025 -3.457 3.457
0.200 0.000 -0.026 -3.395 3.395
0.250 0.000 -0.027 -3.309 3.309
0.300 0.000 -0.028 -3.193 3.193
0.350 0.000 -0.029 -3.050 3.051
0.400 0.000 -0.030 -2.881 2.881
0.450 0.000 -0.031 -2.683 2.684
0.500 0.000 -0.032 -2.457 2.458
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
15
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 15 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
8:SLS 1 0.000 0.000 -0.032 0.119 0.123
0.050 0.000 -0.034 0.190 0.193
0.100 0.000 -0.036 0.276 0.278
0.150 0.000 -0.037 0.376 0.378
0.200 0.000 -0.039 0.492 0.493
0.250 0.000 -0.040 0.623 0.624
0.300 0.000 -0.042 0.773 0.774
0.350 0.000 -0.043 0.939 0.940
0.400 0.000 -0.045 1.122 1.123
0.450 0.000 -0.047 1.323 1.324
0.500 0.000 -0.048 1.542 1.542
9:SLS 2 0.000 0.000 -0.023 -1.270 1.270
0.050 0.000 -0.024 -1.229 1.230
0.100 0.000 -0.026 -1.171 1.172
0.150 0.000 -0.027 -1.095 1.096
0.200 0.000 -0.028 -1.001 1.001
0.250 0.000 -0.029 -0.887 0.888
0.300 0.000 -0.030 -0.751 0.751
0.350 0.000 -0.031 -0.594 0.595
0.400 0.000 -0.032 -0.416 0.418
0.450 0.000 -0.033 -0.217 0.220
0.500 0.000 -0.034 0.003 0.034
10:SLS 3 0.000 0.000 -0.014 -2.189 2.189
0.050 0.000 -0.015 -2.195 2.195
0.100 0.000 -0.016 -2.186 2.186
0.150 0.000 -0.016 -2.163 2.163
0.200 0.000 -0.017 -2.124 2.124
0.250 0.000 -0.017 -2.070 2.070
0.300 0.000 -0.018 -1.997 1.997
0.350 0.000 -0.019 -1.908 1.908
0.400 0.000 -0.019 -1.801 1.802
0.450 0.000 -0.020 -1.678 1.678
0.500 0.000 -0.021 -1.536 1.536
5 1:DL 0.000 0.000 -0.002 -0.022 0.022
0.168 0.000 -0.002 -0.023 0.023
0.335 0.001 -0.002 -0.023 0.023
0.503 0.001 -0.002 -0.022 0.022
0.671 0.002 -0.002 -0.020 0.021
0.839 0.002 -0.002 -0.018 0.018
1.006 0.002 -0.002 -0.015 0.015
1.174 0.002 -0.002 -0.012 0.012
1.342 0.001 -0.001 -0.008 0.008
1.509 0.001 -0.001 -0.004 0.004
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 -0.030 0.141 0.144
0.168 0.001 -0.028 -0.021 0.035
0.335 0.003 -0.026 -0.137 0.139
0.503 0.004 -0.023 -0.212 0.213
0.671 0.006 -0.021 -0.251 0.252
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
16
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 16 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.839 0.007 -0.018 -0.259 0.260
1.006 0.007 -0.016 -0.238 0.238
1.174 0.007 -0.012 -0.196 0.197
1.342 0.005 -0.009 -0.139 0.140
1.509 0.003 -0.005 -0.072 0.073
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 -0.021 -1.248 1.248
0.168 0.001 -0.019 -1.305 1.305
0.335 0.002 -0.018 -1.305 1.306
0.503 0.003 -0.016 -1.256 1.256
0.671 0.004 -0.015 -1.162 1.162
0.839 0.005 -0.013 -1.029 1.029
1.006 0.005 -0.011 -0.861 0.861
1.174 0.005 -0.009 -0.668 0.668
1.342 0.004 -0.006 -0.456 0.456
1.509 0.002 -0.003 -0.231 0.231
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 -0.012 -2.168 2.168
0.168 0.001 -0.011 -2.098 2.098
0.335 0.001 -0.010 -1.984 1.984
0.503 0.002 -0.009 -1.828 1.828
0.671 0.002 -0.008 -1.636 1.636
0.839 0.003 -0.007 -1.413 1.413
1.006 0.003 -0.006 -1.161 1.161
1.174 0.003 -0.005 -0.889 0.889
1.342 0.002 -0.003 -0.601 0.601
1.509 0.001 -0.002 -0.303 0.303
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 -0.051 0.194 0.201
0.168 0.003 -0.048 -0.066 0.081
0.335 0.006 -0.044 -0.251 0.255
0.503 0.009 -0.040 -0.370 0.372
0.671 0.012 -0.037 -0.430 0.432
0.839 0.013 -0.032 -0.440 0.441
1.006 0.014 -0.028 -0.401 0.402
1.174 0.013 -0.022 -0.330 0.331
1.342 0.011 -0.016 -0.234 0.235
1.509 0.006 -0.008 -0.122 0.122
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 -0.037 -2.027 2.027
0.168 0.002 -0.034 -2.120 2.120
0.335 0.004 -0.032 -2.121 2.121
0.503 0.007 -0.029 -2.040 2.040
0.671 0.009 -0.026 -1.887 1.887
0.839 0.010 -0.023 -1.672 1.672
1.006 0.011 -0.020 -1.399 1.399
1.174 0.010 -0.016 -1.085 1.085
1.342 0.008 -0.011 -0.741 0.741
1.509 0.005 -0.006 -0.376 0.376
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
17
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 17 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 -0.022 -3.499 3.499
0.168 0.001 -0.021 -3.390 3.390
0.335 0.003 -0.019 -3.206 3.206
0.503 0.005 -0.018 -2.955 2.955
0.671 0.006 -0.016 -2.646 2.646
0.839 0.007 -0.015 -2.286 2.286
1.006 0.007 -0.013 -1.878 1.879
1.174 0.007 -0.010 -1.438 1.438
1.342 0.005 -0.007 -0.973 0.973
1.509 0.003 -0.004 -0.491 0.491
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 -0.032 0.119 0.123
0.168 0.002 -0.030 -0.044 0.053
0.335 0.004 -0.028 -0.160 0.162
0.503 0.006 -0.026 -0.234 0.236
0.671 0.007 -0.023 -0.271 0.273
0.839 0.009 -0.021 -0.277 0.278
1.006 0.009 -0.017 -0.253 0.253
1.174 0.008 -0.014 -0.208 0.208
1.342 0.007 -0.010 -0.147 0.148
1.509 0.004 -0.005 -0.076 0.077
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 -0.023 -1.270 1.270
0.168 0.001 -0.022 -1.328 1.328
0.335 0.003 -0.020 -1.328 1.328
0.503 0.004 -0.019 -1.278 1.278
0.671 0.006 -0.017 -1.182 1.182
0.839 0.007 -0.015 -1.047 1.047
1.006 0.007 -0.013 -0.876 0.876
1.174 0.006 -0.010 -0.679 0.680
1.342 0.005 -0.007 -0.464 0.464
1.509 0.003 -0.004 -0.235 0.235
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 -0.014 -2.189 2.189
0.168 0.001 -0.013 -2.121 2.121
0.335 0.002 -0.012 -2.006 2.006
0.503 0.003 -0.012 -1.850 1.850
0.671 0.004 -0.011 -1.656 1.656
0.839 0.005 -0.009 -1.431 1.431
1.006 0.005 -0.008 -1.176 1.176
1.174 0.004 -0.007 -0.900 0.900
1.342 0.004 -0.005 -0.609 0.609
1.509 0.002 -0.002 -0.307 0.307
1.677 0.000 0.000 0.000 0.000
6 1:DL 0.000 0.000 -0.002 -0.022 0.022
0.168 -0.000 -0.002 -0.023 0.023
0.335 -0.001 -0.002 -0.023 0.023
0.503 -0.001 -0.002 -0.022 0.022
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
18
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 18 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.671 -0.002 -0.002 -0.020 0.021
0.839 -0.002 -0.002 -0.018 0.018
1.006 -0.002 -0.002 -0.015 0.015
1.174 -0.002 -0.002 -0.012 0.012
1.342 -0.001 -0.001 -0.008 0.008
1.509 -0.001 -0.001 -0.004 0.004
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 -0.030 0.141 0.144
0.168 -0.001 -0.028 -0.021 0.035
0.335 -0.003 -0.026 -0.137 0.139
0.503 -0.004 -0.023 -0.212 0.213
0.671 -0.006 -0.021 -0.251 0.252
0.839 -0.007 -0.018 -0.259 0.260
1.006 -0.007 -0.016 -0.238 0.238
1.174 -0.007 -0.012 -0.196 0.197
1.342 -0.005 -0.009 -0.139 0.140
1.509 -0.003 -0.005 -0.072 0.073
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 -0.021 -1.248 1.248
0.168 -0.001 -0.019 -1.305 1.305
0.335 -0.002 -0.018 -1.305 1.306
0.503 -0.003 -0.016 -1.256 1.256
0.671 -0.004 -0.015 -1.162 1.162
0.839 -0.005 -0.013 -1.029 1.029
1.006 -0.005 -0.011 -0.861 0.861
1.174 -0.005 -0.009 -0.668 0.668
1.342 -0.004 -0.006 -0.456 0.456
1.509 -0.002 -0.003 -0.231 0.231
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 -0.012 -2.168 2.168
0.168 -0.001 -0.011 -2.098 2.098
0.335 -0.001 -0.010 -1.984 1.984
0.503 -0.002 -0.009 -1.828 1.828
0.671 -0.002 -0.008 -1.636 1.636
0.839 -0.003 -0.007 -1.413 1.413
1.006 -0.003 -0.006 -1.161 1.161
1.174 -0.003 -0.005 -0.889 0.889
1.342 -0.002 -0.003 -0.601 0.601
1.509 -0.001 -0.002 -0.303 0.303
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 -0.051 0.194 0.201
0.168 -0.003 -0.048 -0.066 0.081
0.335 -0.006 -0.044 -0.251 0.255
0.503 -0.009 -0.040 -0.370 0.372
0.671 -0.012 -0.037 -0.430 0.432
0.839 -0.013 -0.032 -0.440 0.441
1.006 -0.014 -0.028 -0.401 0.402
1.174 -0.013 -0.022 -0.330 0.331
1.342 -0.011 -0.016 -0.234 0.235
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
19
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 19 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.509 -0.006 -0.008 -0.122 0.122
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 -0.037 -2.027 2.027
0.168 -0.002 -0.034 -2.120 2.120
0.335 -0.004 -0.032 -2.121 2.121
0.503 -0.007 -0.029 -2.040 2.040
0.671 -0.009 -0.026 -1.887 1.887
0.839 -0.010 -0.023 -1.672 1.672
1.006 -0.011 -0.020 -1.399 1.399
1.174 -0.010 -0.016 -1.085 1.085
1.342 -0.008 -0.011 -0.741 0.741
1.509 -0.005 -0.006 -0.376 0.376
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 -0.022 -3.499 3.499
0.168 -0.001 -0.021 -3.390 3.390
0.335 -0.003 -0.019 -3.206 3.206
0.503 -0.005 -0.018 -2.955 2.955
0.671 -0.006 -0.016 -2.646 2.646
0.839 -0.007 -0.015 -2.286 2.286
1.006 -0.007 -0.013 -1.878 1.879
1.174 -0.007 -0.010 -1.438 1.438
1.342 -0.005 -0.007 -0.973 0.973
1.509 -0.003 -0.004 -0.491 0.491
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 -0.032 0.119 0.123
0.168 -0.002 -0.030 -0.044 0.053
0.335 -0.004 -0.028 -0.160 0.162
0.503 -0.006 -0.026 -0.234 0.236
0.671 -0.007 -0.023 -0.271 0.273
0.839 -0.009 -0.021 -0.277 0.278
1.006 -0.009 -0.017 -0.253 0.253
1.174 -0.008 -0.014 -0.208 0.208
1.342 -0.007 -0.010 -0.147 0.148
1.509 -0.004 -0.005 -0.076 0.077
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 -0.023 -1.270 1.270
0.168 -0.001 -0.022 -1.328 1.328
0.335 -0.003 -0.020 -1.328 1.328
0.503 -0.004 -0.019 -1.278 1.278
0.671 -0.006 -0.017 -1.182 1.182
0.839 -0.007 -0.015 -1.047 1.047
1.006 -0.007 -0.013 -0.876 0.876
1.174 -0.006 -0.010 -0.679 0.680
1.342 -0.005 -0.007 -0.464 0.464
1.509 -0.003 -0.004 -0.235 0.235
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 -0.014 -2.189 2.189
0.168 -0.001 -0.013 -2.121 2.121
0.335 -0.002 -0.012 -2.006 2.006
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
20
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 20 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.503 -0.003 -0.012 -1.850 1.850
0.671 -0.004 -0.011 -1.656 1.656
0.839 -0.005 -0.009 -1.431 1.431
1.006 -0.005 -0.008 -1.176 1.176
1.174 -0.004 -0.007 -0.900 0.900
1.342 -0.004 -0.005 -0.609 0.609
1.509 -0.002 -0.002 -0.307 0.307
1.677 0.000 0.000 0.000 0.000
7 1:DL 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 0.000 0.001
0.150 0.000 -0.001 0.001 0.001
0.225 -0.000 -0.001 0.001 0.002
0.300 0.000 -0.002 0.001 0.002
0.375 -0.000 -0.002 0.002 0.003
0.450 0.000 -0.002 0.002 0.003
0.525 0.000 -0.003 0.002 0.003
0.600 0.000 -0.003 0.002 0.004
0.675 -0.000 -0.003 0.002 0.004
0.750 0.000 -0.003 0.002 0.004
2:LL1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 0.016 0.016
0.150 0.000 -0.003 0.031 0.032
0.225 -0.000 -0.004 0.046 0.047
0.300 0.000 -0.005 0.060 0.061
0.375 -0.000 -0.007 0.073 0.073
0.450 0.000 -0.008 0.084 0.085
0.525 0.000 -0.009 0.093 0.094
0.600 0.000 -0.010 0.100 0.101
0.675 -0.000 -0.010 0.105 0.105
0.750 0.000 -0.011 0.107 0.107
3:LL2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.002 0.020 0.020
0.150 0.000 -0.005 0.039 0.039
0.225 -0.000 -0.007 0.057 0.057
0.300 0.000 -0.009 0.074 0.075
0.375 -0.000 -0.012 0.090 0.091
0.450 0.000 -0.014 0.104 0.104
0.525 0.000 -0.016 0.115 0.116
0.600 0.000 -0.017 0.123 0.125
0.675 -0.000 -0.018 0.129 0.130
0.750 0.000 -0.019 0.131 0.133
4:LL3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.003 0.016 0.016
0.150 0.000 -0.007 0.031 0.032
0.225 -0.000 -0.010 0.046 0.047
0.300 0.000 -0.014 0.060 0.062
0.375 -0.000 -0.017 0.073 0.075
0.450 0.000 -0.020 0.084 0.087
0.525 0.000 -0.023 0.093 0.096
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
21
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 21 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.600 0.000 -0.025 0.100 0.103
0.675 -0.000 -0.026 0.105 0.108
0.750 0.000 -0.027 0.107 0.110
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.003 0.026 0.026
0.150 0.000 -0.006 0.051 0.052
0.225 -0.000 -0.008 0.076 0.076
0.300 0.000 -0.011 0.098 0.099
0.375 -0.000 -0.014 0.119 0.120
0.450 0.000 -0.016 0.137 0.138
0.525 0.000 -0.018 0.152 0.153
0.600 0.000 -0.020 0.163 0.165
0.675 -0.000 -0.021 0.171 0.172
0.750 0.000 -0.021 0.174 0.175
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.004 0.032 0.032
0.150 0.000 -0.009 0.063 0.063
0.225 -0.000 -0.013 0.093 0.094
0.300 0.000 -0.018 0.121 0.122
0.375 -0.000 -0.022 0.146 0.148
0.450 0.000 -0.026 0.168 0.170
0.525 0.000 -0.029 0.187 0.189
0.600 0.000 -0.032 0.200 0.203
0.675 -0.000 -0.033 0.210 0.212
0.750 0.000 -0.035 0.213 0.216
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.006 0.026 0.027
0.150 0.000 -0.012 0.051 0.053
0.225 -0.000 -0.018 0.076 0.078
0.300 0.000 -0.024 0.098 0.101
0.375 -0.000 -0.030 0.119 0.123
0.450 0.000 -0.035 0.137 0.142
0.525 0.000 -0.040 0.152 0.157
0.600 0.000 -0.044 0.163 0.169
0.675 -0.000 -0.046 0.171 0.177
0.750 0.000 -0.048 0.174 0.180
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.002 0.016 0.016
0.150 0.000 -0.004 0.032 0.032
0.225 -0.000 -0.005 0.047 0.048
0.300 0.000 -0.007 0.062 0.062
0.375 -0.000 -0.009 0.075 0.075
0.450 0.000 -0.010 0.086 0.087
0.525 0.000 -0.012 0.095 0.096
0.600 0.000 -0.013 0.102 0.103
0.675 -0.000 -0.013 0.107 0.108
0.750 0.000 -0.014 0.109 0.110
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.003 0.020 0.020
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
22
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 22 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.150 0.000 -0.006 0.039 0.040
0.225 -0.000 -0.008 0.058 0.059
0.300 0.000 -0.011 0.076 0.076
0.375 -0.000 -0.014 0.092 0.093
0.450 0.000 -0.016 0.105 0.107
0.525 0.000 -0.018 0.117 0.118
0.600 0.000 -0.020 0.126 0.127
0.675 -0.000 -0.021 0.131 0.133
0.750 0.000 -0.022 0.134 0.136
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.004 0.016 0.017
0.150 0.000 -0.008 0.032 0.033
0.225 -0.000 -0.012 0.047 0.049
0.300 0.000 -0.015 0.062 0.064
0.375 -0.000 -0.019 0.075 0.077
0.450 0.000 -0.022 0.086 0.089
0.525 0.000 -0.025 0.095 0.099
0.600 0.000 -0.028 0.102 0.106
0.675 -0.000 -0.029 0.107 0.111
0.750 0.000 -0.030 0.109 0.113
8 1:DL 0.000 0.000 -0.003 0.002 0.004
0.075 -0.000 -0.003 0.002 0.004
0.150 -0.000 -0.003 0.002 0.004
0.225 -0.000 -0.003 0.002 0.003
0.300 0.000 -0.002 0.002 0.003
0.375 -0.000 -0.002 0.002 0.003
0.450 0.000 -0.002 0.001 0.002
0.525 -0.000 -0.001 0.001 0.002
0.600 0.000 -0.001 0.001 0.001
0.675 0.000 -0.000 0.000 0.001
0.750 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 -0.011 0.107 0.107
0.075 -0.000 -0.010 0.105 0.105
0.150 -0.000 -0.010 0.100 0.101
0.225 -0.000 -0.009 0.093 0.094
0.300 0.000 -0.008 0.084 0.084
0.375 -0.000 -0.007 0.073 0.073
0.450 0.000 -0.005 0.060 0.061
0.525 -0.000 -0.004 0.046 0.046
0.600 0.000 -0.003 0.031 0.032
0.675 0.000 -0.001 0.016 0.016
0.750 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 -0.019 0.131 0.133
0.075 -0.000 -0.018 0.129 0.130
0.150 -0.000 -0.017 0.123 0.125
0.225 -0.000 -0.016 0.115 0.116
0.300 0.000 -0.014 0.104 0.104
0.375 -0.000 -0.012 0.090 0.091
0.450 0.000 -0.009 0.074 0.075
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
23
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 23 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.525 -0.000 -0.007 0.057 0.058
0.600 0.000 -0.005 0.039 0.039
0.675 0.000 -0.002 0.020 0.020
0.750 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 -0.027 0.107 0.110
0.075 -0.000 -0.026 0.105 0.108
0.150 -0.000 -0.025 0.100 0.103
0.225 -0.000 -0.023 0.093 0.096
0.300 0.000 -0.020 0.084 0.086
0.375 -0.000 -0.017 0.073 0.075
0.450 0.000 -0.014 0.060 0.062
0.525 -0.000 -0.010 0.046 0.047
0.600 0.000 -0.007 0.031 0.032
0.675 0.000 -0.003 0.016 0.016
0.750 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 -0.021 0.174 0.175
0.075 -0.000 -0.021 0.171 0.172
0.150 -0.000 -0.020 0.163 0.165
0.225 -0.000 -0.018 0.152 0.153
0.300 0.000 -0.016 0.137 0.138
0.375 -0.000 -0.014 0.119 0.120
0.450 0.000 -0.011 0.098 0.099
0.525 -0.000 -0.008 0.076 0.076
0.600 0.000 -0.006 0.051 0.052
0.675 0.000 -0.003 0.026 0.026
0.750 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 -0.035 0.213 0.216
0.075 -0.000 -0.033 0.210 0.212
0.150 -0.000 -0.032 0.201 0.203
0.225 -0.000 -0.029 0.187 0.189
0.300 0.000 -0.026 0.168 0.170
0.375 -0.000 -0.022 0.146 0.148
0.450 0.000 -0.018 0.121 0.122
0.525 -0.000 -0.013 0.093 0.094
0.600 0.000 -0.009 0.063 0.063
0.675 0.000 -0.004 0.032 0.032
0.750 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 -0.048 0.174 0.180
0.075 -0.000 -0.046 0.171 0.177
0.150 -0.000 -0.044 0.163 0.169
0.225 -0.000 -0.040 0.152 0.157
0.300 0.000 -0.035 0.137 0.142
0.375 -0.000 -0.030 0.119 0.123
0.450 0.000 -0.024 0.098 0.101
0.525 -0.000 -0.018 0.076 0.078
0.600 0.000 -0.012 0.051 0.053
0.675 0.000 -0.006 0.026 0.027
0.750 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 -0.014 0.109 0.110
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
24
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 24 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.075 -0.000 -0.013 0.107 0.108
0.150 -0.000 -0.013 0.102 0.103
0.225 -0.000 -0.012 0.095 0.096
0.300 0.000 -0.010 0.086 0.087
0.375 -0.000 -0.009 0.075 0.075
0.450 0.000 -0.007 0.062 0.062
0.525 -0.000 -0.005 0.047 0.048
0.600 0.000 -0.004 0.032 0.032
0.675 0.000 -0.002 0.016 0.016
0.750 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 -0.022 0.134 0.136
0.075 -0.000 -0.021 0.131 0.133
0.150 -0.000 -0.020 0.126 0.127
0.225 -0.000 -0.018 0.117 0.118
0.300 0.000 -0.016 0.105 0.107
0.375 -0.000 -0.014 0.092 0.093
0.450 0.000 -0.011 0.076 0.076
0.525 -0.000 -0.008 0.058 0.059
0.600 0.000 -0.006 0.039 0.040
0.675 0.000 -0.003 0.020 0.020
0.750 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 -0.030 0.109 0.113
0.075 -0.000 -0.029 0.107 0.111
0.150 -0.000 -0.028 0.102 0.106
0.225 -0.000 -0.025 0.095 0.098
0.300 0.000 -0.022 0.086 0.089
0.375 -0.000 -0.019 0.075 0.077
0.450 0.000 -0.015 0.062 0.064
0.525 -0.000 -0.012 0.047 0.049
0.600 0.000 -0.008 0.032 0.033
0.675 0.000 -0.004 0.016 0.017
0.750 0.000 0.000 0.000 0.000
9 1:DL 0.000 0.000 -0.003 0.002 0.004
0.150 0.000 -0.003 0.006 0.007
0.300 0.000 -0.003 0.010 0.010
0.450 0.000 -0.003 0.013 0.013
0.600 0.000 -0.003 0.016 0.016
0.750 0.000 -0.003 0.019 0.019
0.900 0.000 -0.003 0.021 0.021
1.050 0.000 -0.002 0.022 0.022
1.200 0.000 -0.002 0.023 0.023
1.350 0.000 -0.002 0.023 0.023
1.500 0.000 -0.002 0.022 0.022
2:LL1 0.000 0.000 -0.011 0.107 0.107
0.150 0.000 -0.011 0.394 0.394
0.300 0.000 -0.011 0.676 0.676
0.450 0.000 -0.011 0.949 0.949
0.600 0.000 -0.011 1.207 1.207
0.750 0.000 -0.011 1.446 1.446
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
25
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 25 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.900 0.000 -0.011 1.658 1.658
1.050 0.000 -0.012 1.841 1.841
1.200 0.000 -0.012 1.990 1.990
1.350 0.000 -0.012 2.100 2.100
1.500 0.000 -0.012 2.168 2.168
3:LL2 0.000 0.000 -0.019 0.131 0.133
0.150 0.000 -0.019 0.343 0.344
0.300 0.000 -0.019 0.549 0.549
0.450 0.000 -0.020 0.742 0.742
0.600 0.000 -0.020 0.918 0.918
0.750 0.000 -0.020 1.070 1.071
0.900 0.000 -0.020 1.189 1.189
1.050 0.000 -0.020 1.272 1.272
1.200 0.000 -0.021 1.313 1.313
1.350 0.000 -0.021 1.307 1.307
1.500 0.000 -0.021 1.248 1.248
4:LL3 0.000 0.000 -0.027 0.107 0.110
0.150 0.000 -0.027 0.163 0.166
0.300 0.000 -0.028 0.215 0.216
0.450 0.000 -0.028 0.256 0.258
0.600 0.000 -0.028 0.284 0.285
0.750 0.000 -0.029 0.292 0.294
0.900 0.000 -0.029 0.273 0.275
1.050 0.000 -0.029 0.225 0.227
1.200 0.000 -0.030 0.143 0.146
1.350 0.000 -0.030 0.023 0.038
1.500 0.000 -0.030 -0.140 0.144
5:ULS 1 0.000 0.000 -0.021 0.174 0.175
0.150 0.000 -0.021 0.639 0.639
0.300 0.000 -0.022 1.096 1.096
0.450 0.000 -0.022 1.536 1.537
0.600 0.000 -0.022 1.954 1.954
0.750 0.000 -0.022 2.341 2.341
0.900 0.000 -0.022 2.682 2.682
1.050 0.000 -0.022 2.977 2.977
1.200 0.000 -0.022 3.216 3.216
1.350 0.000 -0.022 3.392 3.392
1.500 0.000 -0.022 3.499 3.499
6:ULS 2 0.000 0.000 -0.035 0.213 0.216
0.150 0.000 -0.035 0.557 0.558
0.300 0.000 -0.035 0.891 0.892
0.450 0.000 -0.035 1.205 1.206
0.600 0.000 -0.035 1.491 1.491
0.750 0.000 -0.036 1.739 1.739
0.900 0.000 -0.036 1.932 1.932
1.050 0.000 -0.036 2.066 2.066
1.200 0.000 -0.036 2.133 2.133
1.350 0.000 -0.037 2.123 2.123
1.500 0.000 -0.037 2.027 2.027
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
26
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 26 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
7:ULS 3 0.000 0.000 -0.048 0.174 0.180
0.150 0.000 -0.048 0.270 0.274
0.300 0.000 -0.048 0.357 0.360
0.450 0.000 -0.049 0.429 0.431
0.600 0.000 -0.049 0.477 0.479
0.750 0.000 -0.050 0.494 0.496
0.900 0.000 -0.050 0.466 0.469
1.050 0.000 -0.050 0.391 0.395
1.200 0.000 -0.051 0.261 0.266
1.350 0.000 -0.051 0.068 0.085
1.500 0.000 -0.051 -0.194 0.201
8:SLS 1 0.000 0.000 -0.014 0.109 0.110
0.150 0.000 -0.014 0.400 0.400
0.300 0.000 -0.014 0.686 0.686
0.450 0.000 -0.014 0.962 0.962
0.600 0.000 -0.014 1.223 1.223
0.750 0.000 -0.014 1.465 1.465
0.900 0.000 -0.014 1.679 1.679
1.050 0.000 -0.014 1.863 1.863
1.200 0.000 -0.014 2.013 2.013
1.350 0.000 -0.014 2.123 2.123
1.500 0.000 -0.014 2.189 2.189
9:SLS 2 0.000 0.000 -0.022 0.134 0.136
0.150 0.000 -0.022 0.349 0.350
0.300 0.000 -0.022 0.558 0.559
0.450 0.000 -0.022 0.755 0.755
0.600 0.000 -0.022 0.934 0.934
0.750 0.000 -0.023 1.089 1.090
0.900 0.000 -0.023 1.210 1.210
1.050 0.000 -0.023 1.294 1.294
1.200 0.000 -0.023 1.336 1.336
1.350 0.000 -0.023 1.330 1.330
1.500 0.000 -0.023 1.270 1.270
10:SLS 3 0.000 0.000 -0.030 0.109 0.113
0.150 0.000 -0.030 0.169 0.172
0.300 0.000 -0.031 0.224 0.226
0.450 0.000 -0.031 0.269 0.271
0.600 0.000 -0.031 0.300 0.302
0.750 0.000 -0.031 0.311 0.313
0.900 0.000 -0.032 0.294 0.296
1.050 0.000 -0.032 0.247 0.249
1.200 0.000 -0.032 0.166 0.169
1.350 0.000 -0.032 0.046 0.056
1.500 0.000 -0.032 -0.119 0.123
10 1:DL 0.000 0.000 -0.002 0.022 0.022
0.050 0.000 -0.002 0.021 0.021
0.100 0.000 -0.002 0.020 0.020
0.150 0.000 -0.002 0.019 0.019
0.200 0.000 -0.002 0.017 0.017
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
27
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 27 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.250 0.000 -0.002 0.015 0.015
0.300 0.000 -0.002 0.013 0.013
0.350 0.000 -0.002 0.010 0.011
0.400 0.000 -0.002 0.007 0.008
0.450 0.000 -0.003 0.004 0.005
0.500 0.000 -0.003 0.000 0.003
2:LL1 0.000 0.000 -0.012 2.168 2.168
0.050 0.000 -0.013 2.174 2.174
0.100 0.000 -0.013 2.166 2.166
0.150 0.000 -0.014 2.144 2.144
0.200 0.000 -0.014 2.107 2.107
0.250 0.000 -0.015 2.055 2.055
0.300 0.000 -0.016 1.984 1.984
0.350 0.000 -0.016 1.898 1.898
0.400 0.000 -0.017 1.794 1.794
0.450 0.000 -0.017 1.674 1.674
0.500 0.000 -0.018 1.536 1.536
3:LL2 0.000 0.000 -0.021 1.248 1.248
0.050 0.000 -0.022 1.208 1.208
0.100 0.000 -0.023 1.151 1.151
0.150 0.000 -0.024 1.076 1.077
0.200 0.000 -0.025 0.984 0.984
0.250 0.000 -0.026 0.872 0.872
0.300 0.000 -0.027 0.738 0.738
0.350 0.000 -0.029 0.584 0.585
0.400 0.000 -0.030 0.409 0.410
0.450 0.000 -0.031 0.214 0.216
0.500 0.000 -0.032 -0.003 0.032
4:LL3 0.000 0.000 -0.030 -0.140 0.144
0.050 0.000 -0.032 -0.211 0.213
0.100 0.000 -0.033 -0.296 0.298
0.150 0.000 -0.035 -0.395 0.397
0.200 0.000 -0.036 -0.509 0.510
0.250 0.000 -0.038 -0.638 0.639
0.300 0.000 -0.039 -0.786 0.787
0.350 0.000 -0.041 -0.949 0.950
0.400 0.000 -0.043 -1.129 1.130
0.450 0.000 -0.044 -1.327 1.327
0.500 0.000 -0.046 -1.542 1.542
5:ULS 1 0.000 0.000 -0.022 3.499 3.499
0.050 0.000 -0.023 3.508 3.508
0.100 0.000 -0.024 3.494 3.494
0.150 0.000 -0.025 3.456 3.457
0.200 0.000 -0.026 3.395 3.395
0.250 0.000 -0.027 3.309 3.309
0.300 0.000 -0.028 3.193 3.193
0.350 0.000 -0.029 3.050 3.050
0.400 0.000 -0.030 2.881 2.881
0.450 0.000 -0.031 2.683 2.684
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
28
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 28 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.500 0.000 -0.032 2.457 2.458
6:ULS 2 0.000 0.000 -0.037 2.027 2.027
0.050 0.000 -0.039 1.963 1.963
0.100 0.000 -0.040 1.870 1.871
0.150 0.000 -0.042 1.749 1.749
0.200 0.000 -0.044 1.598 1.598
0.250 0.000 -0.046 1.416 1.417
0.300 0.000 -0.047 1.199 1.200
0.350 0.000 -0.049 0.948 0.950
0.400 0.000 -0.051 0.665 0.667
0.450 0.000 -0.053 0.347 0.351
0.500 0.000 -0.054 -0.006 0.055
7:ULS 3 0.000 0.000 -0.051 -0.194 0.201
0.050 0.000 -0.054 -0.309 0.313
0.100 0.000 -0.056 -0.445 0.449
0.150 0.000 -0.059 -0.606 0.609
0.200 0.000 -0.061 -0.790 0.793
0.250 0.000 -0.064 -1.000 1.002
0.300 0.000 -0.066 -1.239 1.241
0.350 0.000 -0.069 -1.504 1.506
0.400 0.000 -0.071 -1.797 1.798
0.450 0.000 -0.074 -2.117 2.119
0.500 0.000 -0.077 -2.467 2.468
8:SLS 1 0.000 0.000 -0.014 2.189 2.189
0.050 0.000 -0.015 2.195 2.195
0.100 0.000 -0.016 2.186 2.186
0.150 0.000 -0.016 2.163 2.163
0.200 0.000 -0.017 2.124 2.124
0.250 0.000 -0.017 2.070 2.070
0.300 0.000 -0.018 1.997 1.997
0.350 0.000 -0.019 1.908 1.908
0.400 0.000 -0.019 1.801 1.801
0.450 0.000 -0.020 1.678 1.678
0.500 0.000 -0.021 1.536 1.536
9:SLS 2 0.000 0.000 -0.023 1.270 1.270
0.050 0.000 -0.024 1.229 1.230
0.100 0.000 -0.026 1.171 1.172
0.150 0.000 -0.027 1.095 1.096
0.200 0.000 -0.028 1.001 1.001
0.250 0.000 -0.029 0.887 0.888
0.300 0.000 -0.030 0.751 0.751
0.350 0.000 -0.031 0.594 0.595
0.400 0.000 -0.032 0.416 0.418
0.450 0.000 -0.033 0.218 0.220
0.500 0.000 -0.034 -0.003 0.034
10:SLS 3 0.000 0.000 -0.032 -0.119 0.123
0.050 0.000 -0.034 -0.190 0.193
0.100 0.000 -0.036 -0.276 0.278
0.150 0.000 -0.037 -0.376 0.378
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
29
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 29 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.200 0.000 -0.039 -0.492 0.494
0.250 0.000 -0.040 -0.623 0.625
0.300 0.000 -0.042 -0.773 0.774
0.350 0.000 -0.043 -0.939 0.940
0.400 0.000 -0.045 -1.122 1.123
0.450 0.000 -0.047 -1.323 1.324
0.500 0.000 -0.048 -1.542 1.542
11 1:DL 0.000 0.000 -0.002 0.022 0.022
0.168 0.000 -0.002 0.023 0.023
0.335 0.001 -0.002 0.023 0.023
0.503 0.001 -0.002 0.022 0.022
0.671 0.002 -0.002 0.020 0.021
0.839 0.002 -0.002 0.018 0.018
1.006 0.002 -0.002 0.015 0.015
1.174 0.002 -0.002 0.012 0.012
1.342 0.001 -0.001 0.008 0.008
1.509 0.001 -0.001 0.004 0.004
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 -0.012 2.168 2.168
0.168 0.001 -0.011 2.098 2.098
0.335 0.001 -0.010 1.983 1.984
0.503 0.002 -0.009 1.828 1.828
0.671 0.002 -0.008 1.636 1.636
0.839 0.003 -0.007 1.413 1.413
1.006 0.003 -0.006 1.161 1.161
1.174 0.003 -0.005 0.888 0.888
1.342 0.002 -0.003 0.601 0.601
1.509 0.001 -0.002 0.303 0.303
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 -0.021 1.248 1.248
0.168 0.001 -0.019 1.305 1.305
0.335 0.002 -0.018 1.305 1.306
0.503 0.003 -0.016 1.256 1.256
0.671 0.004 -0.015 1.162 1.162
0.839 0.005 -0.013 1.029 1.029
1.006 0.005 -0.011 0.861 0.861
1.174 0.005 -0.009 0.668 0.668
1.342 0.004 -0.006 0.456 0.456
1.509 0.002 -0.003 0.231 0.231
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 -0.030 -0.140 0.144
0.168 0.001 -0.028 0.021 0.035
0.335 0.003 -0.026 0.137 0.140
0.503 0.004 -0.023 0.212 0.213
0.671 0.006 -0.021 0.251 0.252
0.839 0.007 -0.018 0.259 0.260
1.006 0.007 -0.016 0.238 0.238
1.174 0.007 -0.012 0.196 0.197
1.342 0.005 -0.009 0.139 0.140
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
30
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 30 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.509 0.003 -0.005 0.073 0.073
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 -0.022 3.499 3.499
0.168 0.001 -0.021 3.390 3.390
0.335 0.003 -0.019 3.206 3.206
0.503 0.005 -0.018 2.955 2.955
0.671 0.006 -0.016 2.646 2.646
0.839 0.007 -0.015 2.286 2.286
1.006 0.007 -0.013 1.878 1.878
1.174 0.007 -0.010 1.438 1.438
1.342 0.005 -0.007 0.973 0.973
1.509 0.003 -0.004 0.491 0.491
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 -0.037 2.027 2.027
0.168 0.002 -0.034 2.120 2.120
0.335 0.004 -0.032 2.121 2.121
0.503 0.007 -0.029 2.040 2.040
0.671 0.009 -0.026 1.887 1.887
0.839 0.010 -0.023 1.672 1.672
1.006 0.011 -0.020 1.398 1.399
1.174 0.010 -0.016 1.085 1.085
1.342 0.008 -0.011 0.740 0.741
1.509 0.005 -0.006 0.376 0.376
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 -0.051 -0.194 0.201
0.168 0.003 -0.048 0.066 0.081
0.335 0.006 -0.044 0.251 0.255
0.503 0.009 -0.040 0.370 0.372
0.671 0.012 -0.037 0.430 0.432
0.839 0.013 -0.032 0.440 0.441
1.006 0.014 -0.028 0.401 0.402
1.174 0.013 -0.022 0.330 0.331
1.342 0.011 -0.016 0.234 0.235
1.509 0.006 -0.008 0.122 0.122
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 -0.014 2.189 2.189
0.168 0.001 -0.013 2.121 2.121
0.335 0.002 -0.012 2.006 2.006
0.503 0.003 -0.012 1.850 1.850
0.671 0.004 -0.011 1.656 1.656
0.839 0.005 -0.009 1.431 1.431
1.006 0.005 -0.008 1.176 1.176
1.174 0.004 -0.007 0.900 0.900
1.342 0.004 -0.005 0.609 0.609
1.509 0.002 -0.002 0.307 0.307
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 -0.023 1.270 1.270
0.168 0.001 -0.022 1.328 1.328
0.335 0.003 -0.020 1.328 1.328
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
31
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 31 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.503 0.004 -0.019 1.278 1.278
0.671 0.006 -0.017 1.182 1.182
0.839 0.007 -0.015 1.047 1.048
1.006 0.007 -0.013 0.876 0.876
1.174 0.006 -0.010 0.679 0.680
1.342 0.005 -0.007 0.464 0.464
1.509 0.003 -0.004 0.235 0.235
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 -0.032 -0.119 0.123
0.168 0.002 -0.030 0.044 0.053
0.335 0.004 -0.028 0.160 0.162
0.503 0.006 -0.026 0.234 0.235
0.671 0.007 -0.023 0.271 0.272
0.839 0.009 -0.021 0.277 0.278
1.006 0.009 -0.017 0.253 0.253
1.174 0.008 -0.014 0.208 0.208
1.342 0.007 -0.010 0.147 0.148
1.509 0.004 -0.005 0.076 0.077
1.677 0.000 0.000 0.000 0.000
12 1:DL 0.000 0.000 -0.002 0.022 0.022
0.168 -0.000 -0.002 0.023 0.023
0.335 -0.001 -0.002 0.023 0.023
0.503 -0.001 -0.002 0.022 0.022
0.671 -0.002 -0.002 0.020 0.021
0.839 -0.002 -0.002 0.018 0.018
1.006 -0.002 -0.002 0.015 0.015
1.174 -0.002 -0.002 0.012 0.012
1.342 -0.001 -0.001 0.008 0.008
1.509 -0.001 -0.001 0.004 0.004
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 -0.012 2.168 2.168
0.168 -0.001 -0.011 2.098 2.098
0.335 -0.001 -0.010 1.983 1.984
0.503 -0.002 -0.009 1.828 1.828
0.671 -0.002 -0.008 1.636 1.636
0.839 -0.003 -0.007 1.413 1.413
1.006 -0.003 -0.006 1.161 1.161
1.174 -0.003 -0.005 0.888 0.888
1.342 -0.002 -0.003 0.601 0.601
1.509 -0.001 -0.002 0.303 0.303
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 -0.021 1.248 1.248
0.168 -0.001 -0.019 1.305 1.305
0.335 -0.002 -0.018 1.305 1.306
0.503 -0.003 -0.016 1.256 1.256
0.671 -0.004 -0.015 1.162 1.162
0.839 -0.005 -0.013 1.029 1.029
1.006 -0.005 -0.011 0.861 0.861
1.174 -0.005 -0.009 0.668 0.668
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
32
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 32 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1.342 -0.004 -0.006 0.456 0.456
1.509 -0.002 -0.003 0.231 0.231
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 -0.030 -0.140 0.144
0.168 -0.001 -0.028 0.021 0.035
0.335 -0.003 -0.026 0.137 0.140
0.503 -0.004 -0.023 0.212 0.213
0.671 -0.006 -0.021 0.251 0.252
0.839 -0.007 -0.018 0.259 0.260
1.006 -0.007 -0.016 0.238 0.238
1.174 -0.007 -0.012 0.196 0.197
1.342 -0.005 -0.009 0.139 0.140
1.509 -0.003 -0.005 0.073 0.073
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 -0.022 3.499 3.499
0.168 -0.001 -0.021 3.390 3.390
0.335 -0.003 -0.019 3.206 3.206
0.503 -0.005 -0.018 2.955 2.955
0.671 -0.006 -0.016 2.646 2.646
0.839 -0.007 -0.015 2.286 2.286
1.006 -0.007 -0.013 1.878 1.878
1.174 -0.007 -0.010 1.438 1.438
1.342 -0.005 -0.007 0.973 0.973
1.509 -0.003 -0.004 0.491 0.491
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 -0.037 2.027 2.027
0.168 -0.002 -0.034 2.120 2.120
0.335 -0.004 -0.032 2.121 2.121
0.503 -0.007 -0.029 2.040 2.040
0.671 -0.009 -0.026 1.887 1.887
0.839 -0.010 -0.023 1.672 1.672
1.006 -0.011 -0.020 1.398 1.399
1.174 -0.010 -0.016 1.085 1.085
1.342 -0.008 -0.011 0.740 0.741
1.509 -0.005 -0.006 0.376 0.376
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 -0.051 -0.194 0.201
0.168 -0.003 -0.048 0.066 0.081
0.335 -0.006 -0.044 0.251 0.255
0.503 -0.009 -0.040 0.370 0.372
0.671 -0.012 -0.037 0.430 0.432
0.839 -0.013 -0.032 0.440 0.441
1.006 -0.014 -0.028 0.401 0.402
1.174 -0.013 -0.022 0.330 0.331
1.342 -0.011 -0.016 0.234 0.235
1.509 -0.006 -0.008 0.122 0.122
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 -0.014 2.189 2.189
0.168 -0.001 -0.013 2.121 2.121
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
33
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 33 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.335 -0.002 -0.012 2.006 2.006
0.503 -0.003 -0.012 1.850 1.850
0.671 -0.004 -0.011 1.656 1.656
0.839 -0.005 -0.009 1.431 1.431
1.006 -0.005 -0.008 1.176 1.176
1.174 -0.004 -0.007 0.900 0.900
1.342 -0.004 -0.005 0.609 0.609
1.509 -0.002 -0.002 0.307 0.307
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 -0.023 1.270 1.270
0.168 -0.001 -0.022 1.328 1.328
0.335 -0.003 -0.020 1.328 1.328
0.503 -0.004 -0.019 1.278 1.278
0.671 -0.006 -0.017 1.182 1.182
0.839 -0.007 -0.015 1.047 1.048
1.006 -0.007 -0.013 0.876 0.876
1.174 -0.006 -0.010 0.679 0.680
1.342 -0.005 -0.007 0.464 0.464
1.509 -0.003 -0.004 0.235 0.235
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 -0.032 -0.119 0.123
0.168 -0.002 -0.030 0.044 0.053
0.335 -0.004 -0.028 0.160 0.162
0.503 -0.006 -0.026 0.234 0.235
0.671 -0.007 -0.023 0.271 0.272
0.839 -0.009 -0.021 0.277 0.278
1.006 -0.009 -0.017 0.253 0.253
1.174 -0.008 -0.014 0.208 0.208
1.342 -0.007 -0.010 0.147 0.148
1.509 -0.004 -0.005 0.076 0.077
1.677 0.000 0.000 0.000 0.000
13 1:DL 0.000 0.000 -0.003 0.000 0.003
0.300 0.000 -0.027 0.000 0.027
0.600 0.000 -0.049 0.000 0.049
0.900 0.000 -0.067 0.000 0.067
1.200 0.000 -0.079 0.000 0.079
1.500 0.000 -0.084 -0.000 0.084
1.800 0.000 -0.079 -0.000 0.079
2.100 0.000 -0.067 -0.000 0.067
2.400 0.000 -0.049 0.000 0.049
2.700 0.000 -0.027 -0.000 0.027
3.000 0.000 -0.003 0.000 0.003
2:LL1 0.000 0.000 -0.046 1.542 1.542
0.300 0.000 -1.372 1.541 2.064
0.600 0.000 -2.556 1.540 2.984
0.900 0.000 -3.400 1.540 3.733
1.200 0.000 -3.797 1.539 4.097
1.500 0.000 -3.767 1.539 4.070
1.800 0.000 -3.351 1.538 3.687
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
34
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 34 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2.100 0.000 -2.687 1.538 3.095
2.400 0.000 -1.856 1.537 2.410
2.700 0.000 -0.939 1.537 1.801
3.000 0.000 -0.018 1.536 1.536
3:LL2 0.000 0.000 -0.032 0.003 0.032
0.300 0.000 -1.440 0.003 1.440
0.600 0.000 -2.794 0.002 2.794
0.900 0.000 -3.950 0.001 3.950
1.200 0.000 -4.766 0.001 4.766
1.500 0.000 -5.099 -0.000 5.099
1.800 0.000 -4.766 -0.001 4.766
2.100 0.000 -3.950 -0.001 3.950
2.400 0.000 -2.794 -0.002 2.794
2.700 0.000 -1.440 -0.003 1.440
3.000 0.000 -0.032 -0.003 0.032
4:LL3 0.000 0.000 -0.018 -1.536 1.536
0.300 0.000 -0.939 -1.537 1.801
0.600 0.000 -1.856 -1.537 2.410
0.900 0.000 -2.687 -1.538 3.095
1.200 0.000 -3.351 -1.538 3.687
1.500 0.000 -3.767 -1.539 4.070
1.800 0.000 -3.797 -1.539 4.097
2.100 0.000 -3.400 -1.540 3.733
2.400 0.000 -2.556 -1.540 2.984
2.700 0.000 -1.372 -1.541 2.064
3.000 0.000 -0.046 -1.542 1.542
5:ULS 1 0.000 0.000 -0.077 2.467 2.468
0.300 0.000 -2.234 2.466 3.327
0.600 0.000 -4.158 2.465 4.833
0.900 0.000 -5.535 2.464 6.058
1.200 0.000 -6.185 2.463 6.658
1.500 0.000 -6.145 2.462 6.620
1.800 0.000 -5.472 2.461 6.000
2.100 0.000 -4.393 2.460 5.035
2.400 0.000 -3.038 2.459 3.909
2.700 0.000 -1.540 2.458 2.901
3.000 0.000 -0.032 2.457 2.458
6:ULS 2 0.000 0.000 -0.054 0.006 0.055
0.300 0.000 -2.341 0.004 2.341
0.600 0.000 -4.539 0.003 4.539
0.900 0.000 -6.415 0.002 6.415
1.200 0.000 -7.737 0.001 7.737
1.500 0.000 -8.275 -0.000 8.275
1.800 0.000 -7.737 -0.001 7.737
2.100 0.000 -6.415 -0.002 6.415
2.400 0.000 -4.539 -0.003 4.539
2.700 0.000 -2.341 -0.004 2.341
3.000 0.000 -0.054 -0.006 0.055
7:ULS 3 0.000 0.000 -0.032 -2.457 2.458
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
35
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 35 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail Cont...Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
0.300 0.000 -1.540 -2.458 2.901
0.600 0.000 -3.038 -2.459 3.908
0.900 0.000 -4.393 -2.460 5.035
1.200 0.000 -5.472 -2.461 6.000
1.500 0.000 -6.145 -2.462 6.620
1.800 0.000 -6.185 -2.463 6.658
2.100 0.000 -5.534 -2.464 6.058
2.400 0.000 -4.158 -2.465 4.833
2.700 0.000 -2.233 -2.466 3.327
3.000 0.000 -0.077 -2.467 2.468
8:SLS 1 0.000 0.000 -0.048 1.542 1.542
0.300 0.000 -1.399 1.541 2.082
0.600 0.000 -2.605 1.540 3.026
0.900 0.000 -3.467 1.540 3.794
1.200 0.000 -3.876 1.539 4.170
1.500 0.000 -3.851 1.539 4.147
1.800 0.000 -3.430 1.538 3.759
2.100 0.000 -2.754 1.538 3.154
2.400 0.000 -1.905 1.537 2.448
2.700 0.000 -0.966 1.537 1.815
3.000 0.000 -0.021 1.536 1.536
9:SLS 2 0.000 0.000 -0.034 0.003 0.034
0.300 0.000 -1.467 0.003 1.467
0.600 0.000 -2.843 0.002 2.843
0.900 0.000 -4.018 0.001 4.018
1.200 0.000 -4.846 0.001 4.846
1.500 0.000 -5.182 -0.000 5.182
1.800 0.000 -4.846 -0.001 4.846
2.100 0.000 -4.018 -0.001 4.018
2.400 0.000 -2.843 -0.002 2.843
2.700 0.000 -1.467 -0.003 1.467
3.000 0.000 -0.034 -0.003 0.034
10:SLS 3 0.000 0.000 -0.021 -1.536 1.536
0.300 0.000 -0.966 -1.536 1.815
0.600 0.000 -1.905 -1.537 2.448
0.900 0.000 -2.754 -1.538 3.154
1.200 0.000 -3.430 -1.538 3.759
1.500 0.000 -3.851 -1.539 4.147
1.800 0.000 -3.876 -1.539 4.170
2.100 0.000 -3.467 -1.540 3.794
2.400 0.000 -2.605 -1.540 3.026
2.700 0.000 -1.399 -1.541 2.081
3.000 0.000 -0.048 -1.542 1.542
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
36
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 36 of 177STAAD.Pro for Windows 20.07.04.12
Beam Displacement Detail SummaryDisplacements shown in italic indicate the presence of an offset
Beam L/C d
(m)
X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
Max X 5 5:ULS 1 1.006 0.014 -0.028 -0.401 0.402
Min X 6 5:ULS 1 1.006 -0.014 -0.028 -0.401 0.402
Max Y 1 1:DL 0.000 0.000 0.000 0.000 0.000
Min Y 13 6:ULS 2 1.500 0.000 -8.275 -0.000 8.275
Max Z 10 5:ULS 1 0.050 0.000 -0.023 3.508 3.508
Min Z 4 7:ULS 3 0.050 0.000 -0.023 -3.508 3.508
Max Rst 13 6:ULS 2 1.500 0.000 -8.275 -0.000 8.275
Beam Relative Displacement DetailBeam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
1 1:DL 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 -0.000 0.000
0.150 0.000 -0.000 -0.000 0.000
0.225 -0.000 -0.001 -0.000 0.001
0.300 0.000 -0.001 -0.000 0.001
0.375 -0.000 -0.001 -0.000 0.001
0.450 0.000 -0.001 -0.000 0.001
0.525 0.000 -0.001 -0.000 0.001
0.600 0.000 -0.000 -0.000 0.001
0.675 -0.000 -0.000 -0.000 0.000
0.750 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 -0.005 0.005
0.150 0.000 -0.001 -0.010 0.010
0.225 -0.000 -0.002 -0.014 0.015
0.300 0.000 -0.003 -0.018 0.018
0.375 -0.000 -0.003 -0.020 0.020
0.450 0.000 -0.004 -0.020 0.020
0.525 0.000 -0.004 -0.019 0.019
0.600 0.000 -0.003 -0.015 0.015
0.675 -0.000 -0.002 -0.009 0.009
0.750 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 -0.006 0.006
0.150 0.000 -0.001 -0.012 0.012
0.225 -0.000 -0.001 -0.018 0.018
0.300 0.000 -0.002 -0.022 0.022
0.375 -0.000 -0.002 -0.024 0.024
0.450 0.000 -0.003 -0.025 0.025
0.525 0.000 -0.002 -0.023 0.023
0.600 0.000 -0.002 -0.018 0.018
0.675 -0.000 -0.001 -0.011 0.011
0.750 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 -0.005 0.005
0.150 0.000 -0.000 -0.010 0.010
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
37
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 37 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.225 -0.000 -0.001 -0.014 0.014
0.300 0.000 -0.001 -0.018 0.018
0.375 -0.000 -0.001 -0.020 0.020
0.450 0.000 -0.001 -0.020 0.020
0.525 0.000 -0.001 -0.019 0.019
0.600 0.000 -0.001 -0.015 0.015
0.675 -0.000 -0.001 -0.009 0.009
0.750 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 -0.009 0.009
0.150 0.000 -0.002 -0.017 0.017
0.225 -0.000 -0.004 -0.023 0.024
0.300 0.000 -0.005 -0.029 0.029
0.375 -0.000 -0.006 -0.032 0.033
0.450 0.000 -0.007 -0.033 0.033
0.525 0.000 -0.006 -0.030 0.031
0.600 0.000 -0.005 -0.024 0.025
0.675 -0.000 -0.003 -0.014 0.015
0.750 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 -0.010 0.011
0.150 0.000 -0.002 -0.020 0.020
0.225 -0.000 -0.003 -0.029 0.029
0.300 0.000 -0.004 -0.035 0.036
0.375 -0.000 -0.005 -0.040 0.040
0.450 0.000 -0.005 -0.040 0.041
0.525 0.000 -0.005 -0.037 0.037
0.600 0.000 -0.004 -0.030 0.030
0.675 -0.000 -0.002 -0.018 0.018
0.750 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 -0.009 0.009
0.150 0.000 -0.001 -0.017 0.017
0.225 -0.000 -0.002 -0.023 0.024
0.300 0.000 -0.003 -0.029 0.029
0.375 -0.000 -0.003 -0.032 0.032
0.450 0.000 -0.003 -0.033 0.033
0.525 0.000 -0.003 -0.030 0.030
0.600 0.000 -0.002 -0.024 0.024
0.675 -0.000 -0.002 -0.014 0.014
0.750 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 -0.005 0.005
0.150 0.000 -0.002 -0.010 0.010
0.225 -0.000 -0.003 -0.015 0.015
0.300 0.000 -0.003 -0.018 0.018
0.375 -0.000 -0.004 -0.020 0.021
0.450 0.000 -0.004 -0.021 0.021
0.525 0.000 -0.004 -0.019 0.019
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
38
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 38 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.600 0.000 -0.003 -0.015 0.016
0.675 -0.000 -0.002 -0.009 0.009
0.750 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 -0.007 0.007
0.150 0.000 -0.001 -0.013 0.013
0.225 -0.000 -0.002 -0.018 0.018
0.300 0.000 -0.003 -0.022 0.022
0.375 -0.000 -0.003 -0.025 0.025
0.450 0.000 -0.003 -0.025 0.025
0.525 0.000 -0.003 -0.023 0.023
0.600 0.000 -0.003 -0.019 0.019
0.675 -0.000 -0.002 -0.011 0.011
0.750 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 -0.005 0.005
0.150 0.000 -0.001 -0.010 0.010
0.225 -0.000 -0.001 -0.015 0.015
0.300 0.000 -0.002 -0.018 0.018
0.375 -0.000 -0.002 -0.020 0.020
0.450 0.000 -0.002 -0.021 0.021
0.525 0.000 -0.002 -0.019 0.019
0.600 0.000 -0.002 -0.015 0.015
0.675 -0.000 -0.001 -0.009 0.009
0.750 0.000 0.000 0.000 0.000
2 1:DL 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.000 -0.000 0.000
0.150 -0.000 -0.000 -0.000 0.001
0.225 -0.000 -0.001 -0.000 0.001
0.300 0.000 -0.001 -0.000 0.001
0.375 -0.000 -0.001 -0.000 0.001
0.450 0.000 -0.001 -0.000 0.001
0.525 -0.000 -0.001 -0.000 0.001
0.600 0.000 -0.000 -0.000 0.000
0.675 0.000 -0.000 -0.000 0.000
0.750 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 -0.009 0.009
0.150 -0.000 -0.003 -0.015 0.015
0.225 -0.000 -0.004 -0.019 0.019
0.300 0.000 -0.004 -0.020 0.020
0.375 -0.000 -0.003 -0.020 0.020
0.450 0.000 -0.003 -0.018 0.018
0.525 -0.000 -0.002 -0.014 0.015
0.600 0.000 -0.001 -0.010 0.010
0.675 0.000 -0.001 -0.005 0.005
0.750 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.001 -0.011 0.011
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
39
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 39 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.150 -0.000 -0.002 -0.018 0.018
0.225 -0.000 -0.002 -0.023 0.023
0.300 0.000 -0.003 -0.025 0.025
0.375 -0.000 -0.002 -0.024 0.024
0.450 0.000 -0.002 -0.022 0.022
0.525 -0.000 -0.001 -0.018 0.018
0.600 0.000 -0.001 -0.012 0.012
0.675 0.000 -0.000 -0.006 0.006
0.750 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.001 -0.009 0.009
0.150 -0.000 -0.001 -0.015 0.015
0.225 -0.000 -0.001 -0.019 0.019
0.300 0.000 -0.001 -0.020 0.020
0.375 -0.000 -0.001 -0.020 0.020
0.450 0.000 -0.001 -0.018 0.018
0.525 -0.000 -0.001 -0.014 0.014
0.600 0.000 -0.000 -0.010 0.010
0.675 0.000 -0.000 -0.005 0.005
0.750 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.003 -0.014 0.015
0.150 -0.000 -0.005 -0.024 0.025
0.225 -0.000 -0.006 -0.030 0.031
0.300 0.000 -0.007 -0.033 0.033
0.375 -0.000 -0.006 -0.032 0.033
0.450 0.000 -0.005 -0.029 0.029
0.525 -0.000 -0.004 -0.023 0.024
0.600 0.000 -0.002 -0.017 0.017
0.675 0.000 -0.001 -0.009 0.009
0.750 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 -0.018 0.018
0.150 -0.000 -0.004 -0.030 0.030
0.225 -0.000 -0.005 -0.037 0.037
0.300 0.000 -0.005 -0.040 0.041
0.375 -0.000 -0.005 -0.040 0.040
0.450 0.000 -0.004 -0.035 0.036
0.525 -0.000 -0.003 -0.029 0.029
0.600 0.000 -0.002 -0.020 0.020
0.675 0.000 -0.001 -0.010 0.011
0.750 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 -0.014 0.014
0.150 -0.000 -0.002 -0.024 0.024
0.225 -0.000 -0.003 -0.030 0.030
0.300 0.000 -0.003 -0.033 0.033
0.375 -0.000 -0.003 -0.032 0.032
0.450 0.000 -0.003 -0.029 0.029
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
40
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 40 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.525 -0.000 -0.002 -0.023 0.024
0.600 0.000 -0.001 -0.017 0.017
0.675 0.000 -0.001 -0.009 0.009
0.750 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 -0.009 0.009
0.150 -0.000 -0.003 -0.015 0.016
0.225 -0.000 -0.004 -0.019 0.019
0.300 0.000 -0.004 -0.021 0.021
0.375 -0.000 -0.004 -0.020 0.021
0.450 0.000 -0.003 -0.018 0.018
0.525 -0.000 -0.003 -0.015 0.015
0.600 0.000 -0.002 -0.010 0.010
0.675 0.000 -0.001 -0.005 0.005
0.750 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 -0.011 0.011
0.150 -0.000 -0.003 -0.019 0.019
0.225 -0.000 -0.003 -0.023 0.023
0.300 0.000 -0.003 -0.025 0.025
0.375 -0.000 -0.003 -0.025 0.025
0.450 0.000 -0.003 -0.022 0.022
0.525 -0.000 -0.002 -0.018 0.018
0.600 0.000 -0.001 -0.013 0.013
0.675 0.000 -0.001 -0.007 0.007
0.750 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.001 -0.009 0.009
0.150 -0.000 -0.002 -0.015 0.015
0.225 -0.000 -0.002 -0.019 0.019
0.300 0.000 -0.002 -0.021 0.021
0.375 -0.000 -0.002 -0.020 0.020
0.450 0.000 -0.002 -0.018 0.018
0.525 -0.000 -0.001 -0.015 0.015
0.600 0.000 -0.001 -0.010 0.010
0.675 0.000 -0.000 -0.005 0.005
0.750 0.000 0.000 0.000 0.000
3 1:DL 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 -0.002 0.002
0.300 0.000 -0.000 -0.003 0.003
0.450 0.000 -0.000 -0.005 0.005
0.600 0.000 -0.000 -0.006 0.006
0.750 0.000 0.000 -0.007 0.007
0.900 0.000 -0.000 -0.007 0.007
1.050 0.000 0.000 -0.006 0.006
1.200 0.000 -0.000 -0.005 0.005
1.350 0.000 -0.000 -0.003 0.003
1.500 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
41
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 41 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.150 0.000 0.000 -0.081 0.081
0.300 0.000 0.000 -0.158 0.158
0.450 0.000 0.000 -0.224 0.224
0.600 0.000 0.000 -0.276 0.276
0.750 0.000 0.000 -0.309 0.309
0.900 0.000 0.000 -0.315 0.315
1.050 0.000 0.000 -0.292 0.292
1.200 0.000 -0.000 -0.234 0.234
1.350 0.000 0.000 -0.139 0.139
1.500 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 -0.100 0.100
0.300 0.000 0.000 -0.194 0.194
0.450 0.000 -0.000 -0.276 0.276
0.600 0.000 -0.000 -0.340 0.340
0.750 0.000 -0.000 -0.381 0.381
0.900 0.000 -0.000 -0.388 0.388
1.050 0.000 -0.000 -0.359 0.359
1.200 0.000 -0.000 -0.288 0.288
1.350 0.000 -0.000 -0.171 0.171
1.500 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 -0.081 0.081
0.300 0.000 -0.000 -0.158 0.158
0.450 0.000 -0.000 -0.224 0.224
0.600 0.000 0.000 -0.276 0.276
0.750 0.000 -0.000 -0.309 0.309
0.900 0.000 -0.000 -0.315 0.315
1.050 0.000 -0.000 -0.292 0.292
1.200 0.000 0.000 -0.234 0.234
1.350 0.000 0.000 -0.139 0.139
1.500 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 -0.133 0.133
0.300 0.000 -0.000 -0.257 0.257
0.450 0.000 -0.000 -0.365 0.365
0.600 0.000 -0.000 -0.450 0.450
0.750 0.000 -0.000 -0.504 0.504
0.900 0.000 0.000 -0.514 0.514
1.050 0.000 -0.000 -0.475 0.475
1.200 0.000 -0.000 -0.382 0.382
1.350 0.000 -0.000 -0.226 0.226
1.500 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 -0.163 0.163
0.300 0.000 -0.000 -0.315 0.315
0.450 0.000 -0.000 -0.448 0.448
0.600 0.000 -0.000 -0.552 0.552
0.750 0.000 -0.000 -0.619 0.619
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
42
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 42 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.900 0.000 -0.000 -0.630 0.630
1.050 0.000 -0.000 -0.583 0.583
1.200 0.000 -0.000 -0.469 0.469
1.350 0.000 -0.000 -0.277 0.277
1.500 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.150 0.000 0.000 -0.133 0.133
0.300 0.000 -0.000 -0.257 0.257
0.450 0.000 -0.000 -0.365 0.365
0.600 0.000 -0.000 -0.450 0.450
0.750 0.000 -0.000 -0.504 0.504
0.900 0.000 0.000 -0.514 0.514
1.050 0.000 0.000 -0.475 0.475
1.200 0.000 0.000 -0.382 0.382
1.350 0.000 0.000 -0.226 0.226
1.500 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 -0.083 0.083
0.300 0.000 0.000 -0.161 0.161
0.450 0.000 0.000 -0.229 0.229
0.600 0.000 0.000 -0.282 0.282
0.750 0.000 -0.000 -0.316 0.316
0.900 0.000 -0.000 -0.322 0.322
1.050 0.000 -0.000 -0.298 0.298
1.200 0.000 0.000 -0.239 0.239
1.350 0.000 0.000 -0.142 0.142
1.500 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.150 0.000 0.000 -0.102 0.102
0.300 0.000 0.000 -0.197 0.197
0.450 0.000 0.000 -0.281 0.281
0.600 0.000 0.000 -0.346 0.346
0.750 0.000 -0.000 -0.387 0.387
0.900 0.000 0.000 -0.395 0.395
1.050 0.000 0.000 -0.365 0.365
1.200 0.000 0.000 -0.293 0.293
1.350 0.000 0.000 -0.174 0.174
1.500 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.150 0.000 0.000 -0.083 0.083
0.300 0.000 0.000 -0.161 0.161
0.450 0.000 0.000 -0.229 0.229
0.600 0.000 0.000 -0.282 0.282
0.750 0.000 0.000 -0.316 0.316
0.900 0.000 0.000 -0.322 0.322
1.050 0.000 0.000 -0.298 0.298
1.200 0.000 0.000 -0.239 0.239
1.350 0.000 0.000 -0.142 0.142
1.500 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
43
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 43 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
4 1:DL 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 -0.001 0.001
0.100 0.000 -0.000 -0.003 0.003
0.150 0.000 -0.000 -0.004 0.004
0.200 0.000 -0.000 -0.004 0.004
0.250 0.000 -0.000 -0.004 0.004
0.300 0.000 -0.000 -0.004 0.004
0.350 0.000 -0.000 -0.004 0.004
0.400 0.000 -0.000 -0.003 0.003
0.450 0.000 -0.000 -0.002 0.002
0.500 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 -0.069 0.069
0.100 0.000 -0.000 -0.125 0.125
0.150 0.000 0.000 -0.166 0.166
0.200 0.000 -0.000 -0.192 0.192
0.250 0.000 0.000 -0.203 0.203
0.300 0.000 -0.000 -0.196 0.196
0.350 0.000 -0.000 -0.172 0.172
0.400 0.000 -0.000 -0.132 0.132
0.450 0.000 -0.000 -0.075 0.075
0.500 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 -0.085 0.085
0.100 0.000 -0.000 -0.154 0.154
0.150 0.000 -0.000 -0.204 0.204
0.200 0.000 0.000 -0.236 0.236
0.250 0.000 -0.000 -0.250 0.250
0.300 0.000 0.000 -0.241 0.241
0.350 0.000 0.000 -0.212 0.212
0.400 0.000 0.000 -0.162 0.162
0.450 0.000 0.000 -0.092 0.092
0.500 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 -0.069 0.069
0.100 0.000 -0.000 -0.125 0.125
0.150 0.000 -0.000 -0.166 0.166
0.200 0.000 0.000 -0.192 0.192
0.250 0.000 -0.000 -0.203 0.203
0.300 0.000 0.000 -0.196 0.196
0.350 0.000 0.000 -0.172 0.172
0.400 0.000 0.000 -0.132 0.132
0.450 0.000 0.000 -0.075 0.075
0.500 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 -0.113 0.113
0.100 0.000 0.000 -0.203 0.203
0.150 0.000 0.000 -0.270 0.270
0.200 0.000 0.000 -0.313 0.313
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
44
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 44 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.250 0.000 -0.000 -0.330 0.330
0.300 0.000 0.000 -0.319 0.319
0.350 0.000 0.000 -0.281 0.281
0.400 0.000 0.000 -0.215 0.215
0.450 0.000 0.000 -0.122 0.122
0.500 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 -0.139 0.139
0.100 0.000 -0.000 -0.250 0.250
0.150 0.000 0.000 -0.332 0.332
0.200 0.000 -0.000 -0.384 0.384
0.250 0.000 0.000 -0.405 0.405
0.300 0.000 0.000 -0.391 0.391
0.350 0.000 0.000 -0.344 0.344
0.400 0.000 0.000 -0.264 0.264
0.450 0.000 0.000 -0.150 0.150
0.500 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 -0.113 0.113
0.100 0.000 -0.000 -0.203 0.203
0.150 0.000 0.000 -0.270 0.270
0.200 0.000 -0.000 -0.313 0.313
0.250 0.000 -0.000 -0.330 0.330
0.300 0.000 -0.000 -0.319 0.319
0.350 0.000 -0.000 -0.281 0.281
0.400 0.000 -0.000 -0.215 0.215
0.450 0.000 -0.000 -0.122 0.122
0.500 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 -0.071 0.071
0.100 0.000 -0.000 -0.127 0.127
0.150 0.000 0.000 -0.169 0.169
0.200 0.000 -0.000 -0.196 0.196
0.250 0.000 -0.000 -0.207 0.207
0.300 0.000 -0.000 -0.200 0.200
0.350 0.000 -0.000 -0.176 0.176
0.400 0.000 -0.000 -0.135 0.135
0.450 0.000 -0.000 -0.076 0.076
0.500 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 -0.087 0.087
0.100 0.000 -0.000 -0.156 0.156
0.150 0.000 0.000 -0.208 0.208
0.200 0.000 -0.000 -0.240 0.240
0.250 0.000 -0.000 -0.254 0.254
0.300 0.000 -0.000 -0.245 0.245
0.350 0.000 -0.000 -0.216 0.216
0.400 0.000 -0.000 -0.165 0.165
0.450 0.000 -0.000 -0.094 0.094
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
45
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 45 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.500 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 -0.071 0.071
0.100 0.000 -0.000 -0.127 0.127
0.150 0.000 0.000 -0.169 0.169
0.200 0.000 -0.000 -0.196 0.196
0.250 0.000 -0.000 -0.207 0.207
0.300 0.000 -0.000 -0.200 0.200
0.350 0.000 -0.000 -0.176 0.176
0.400 0.000 -0.000 -0.135 0.135
0.450 0.000 -0.000 -0.076 0.076
0.500 0.000 0.000 0.000 0.000
5 1:DL 0.000 0.000 0.000 0.000 0.000
0.168 0.000 -0.000 -0.003 0.003
0.335 0.001 -0.000 -0.005 0.005
0.503 0.001 -0.001 -0.007 0.007
0.671 0.002 -0.001 -0.007 0.007
0.839 0.002 -0.001 -0.007 0.007
1.006 0.002 -0.001 -0.006 0.007
1.174 0.002 -0.001 -0.005 0.006
1.342 0.001 -0.001 -0.004 0.004
1.509 0.001 -0.000 -0.002 0.002
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.001 -0.148 0.148
0.335 0.003 -0.001 -0.250 0.250
0.503 0.004 -0.002 -0.310 0.311
0.671 0.006 -0.003 -0.335 0.335
0.839 0.007 -0.003 -0.329 0.329
1.006 0.007 -0.004 -0.294 0.294
1.174 0.007 -0.003 -0.238 0.238
1.342 0.005 -0.003 -0.168 0.168
1.509 0.003 -0.002 -0.086 0.087
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.000 -0.182 0.182
0.335 0.002 -0.001 -0.307 0.307
0.503 0.003 -0.002 -0.382 0.382
0.671 0.004 -0.002 -0.413 0.413
0.839 0.005 -0.002 -0.405 0.405
1.006 0.005 -0.002 -0.362 0.362
1.174 0.005 -0.002 -0.293 0.293
1.342 0.004 -0.002 -0.206 0.206
1.509 0.002 -0.001 -0.106 0.107
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.000 -0.148 0.148
0.335 0.001 -0.001 -0.250 0.250
0.503 0.002 -0.001 -0.310 0.310
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
46
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 46 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.671 0.002 -0.001 -0.335 0.335
0.839 0.003 -0.001 -0.329 0.329
1.006 0.003 -0.001 -0.294 0.294
1.174 0.003 -0.001 -0.238 0.238
1.342 0.002 -0.001 -0.168 0.168
1.509 0.001 -0.001 -0.086 0.087
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.168 0.003 -0.001 -0.241 0.241
0.335 0.006 -0.003 -0.407 0.407
0.503 0.009 -0.004 -0.506 0.506
0.671 0.012 -0.006 -0.547 0.547
0.839 0.013 -0.007 -0.537 0.537
1.006 0.014 -0.007 -0.479 0.479
1.174 0.013 -0.007 -0.388 0.389
1.342 0.011 -0.005 -0.273 0.273
1.509 0.006 -0.003 -0.141 0.141
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.168 0.002 -0.001 -0.295 0.295
0.335 0.004 -0.002 -0.499 0.499
0.503 0.007 -0.003 -0.621 0.621
0.671 0.009 -0.004 -0.671 0.671
0.839 0.010 -0.005 -0.659 0.659
1.006 0.011 -0.005 -0.588 0.588
1.174 0.010 -0.005 -0.477 0.477
1.342 0.008 -0.004 -0.335 0.335
1.509 0.005 -0.002 -0.173 0.173
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.001 -0.241 0.241
0.335 0.003 -0.001 -0.407 0.407
0.503 0.005 -0.002 -0.506 0.506
0.671 0.006 -0.003 -0.547 0.547
0.839 0.007 -0.003 -0.537 0.537
1.006 0.007 -0.004 -0.479 0.479
1.174 0.007 -0.003 -0.388 0.389
1.342 0.005 -0.003 -0.273 0.273
1.509 0.003 -0.002 -0.141 0.141
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.168 0.002 -0.001 -0.151 0.151
0.335 0.004 -0.002 -0.255 0.255
0.503 0.006 -0.003 -0.317 0.317
0.671 0.007 -0.004 -0.343 0.343
0.839 0.009 -0.004 -0.336 0.336
1.006 0.009 -0.004 -0.300 0.300
1.174 0.008 -0.004 -0.243 0.244
1.342 0.007 -0.003 -0.171 0.171
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
47
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 47 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
1.509 0.004 -0.002 -0.088 0.088
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.001 -0.185 0.185
0.335 0.003 -0.001 -0.313 0.313
0.503 0.004 -0.002 -0.389 0.389
0.671 0.006 -0.003 -0.420 0.420
0.839 0.007 -0.003 -0.412 0.413
1.006 0.007 -0.003 -0.368 0.368
1.174 0.006 -0.003 -0.299 0.299
1.342 0.005 -0.003 -0.210 0.210
1.509 0.003 -0.002 -0.108 0.108
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.000 -0.151 0.151
0.335 0.002 -0.001 -0.255 0.255
0.503 0.003 -0.002 -0.317 0.317
0.671 0.004 -0.002 -0.343 0.343
0.839 0.005 -0.002 -0.336 0.336
1.006 0.005 -0.002 -0.300 0.300
1.174 0.004 -0.002 -0.243 0.243
1.342 0.004 -0.002 -0.171 0.171
1.509 0.002 -0.001 -0.088 0.088
1.677 0.000 0.000 0.000 0.000
6 1:DL 0.000 0.000 0.000 0.000 0.000
0.168 -0.000 -0.000 -0.003 0.003
0.335 -0.001 -0.000 -0.005 0.005
0.503 -0.001 -0.001 -0.007 0.007
0.671 -0.002 -0.001 -0.007 0.007
0.839 -0.002 -0.001 -0.007 0.007
1.006 -0.002 -0.001 -0.006 0.007
1.174 -0.002 -0.001 -0.005 0.006
1.342 -0.001 -0.001 -0.004 0.004
1.509 -0.001 -0.000 -0.002 0.002
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.001 -0.148 0.148
0.335 -0.003 -0.001 -0.250 0.250
0.503 -0.004 -0.002 -0.310 0.311
0.671 -0.006 -0.003 -0.335 0.335
0.839 -0.007 -0.003 -0.329 0.329
1.006 -0.007 -0.004 -0.294 0.294
1.174 -0.007 -0.003 -0.238 0.238
1.342 -0.005 -0.003 -0.168 0.168
1.509 -0.003 -0.002 -0.086 0.087
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.000 -0.182 0.182
0.335 -0.002 -0.001 -0.307 0.307
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
48
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 48 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.503 -0.003 -0.002 -0.382 0.382
0.671 -0.004 -0.002 -0.413 0.413
0.839 -0.005 -0.002 -0.405 0.405
1.006 -0.005 -0.002 -0.362 0.362
1.174 -0.005 -0.002 -0.293 0.293
1.342 -0.004 -0.002 -0.206 0.206
1.509 -0.002 -0.001 -0.106 0.107
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.000 -0.148 0.148
0.335 -0.001 -0.001 -0.250 0.250
0.503 -0.002 -0.001 -0.310 0.310
0.671 -0.002 -0.001 -0.335 0.335
0.839 -0.003 -0.001 -0.329 0.329
1.006 -0.003 -0.001 -0.294 0.294
1.174 -0.003 -0.001 -0.238 0.238
1.342 -0.002 -0.001 -0.168 0.168
1.509 -0.001 -0.001 -0.086 0.087
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.168 -0.003 -0.001 -0.241 0.241
0.335 -0.006 -0.003 -0.407 0.407
0.503 -0.009 -0.004 -0.506 0.506
0.671 -0.012 -0.006 -0.547 0.547
0.839 -0.013 -0.007 -0.537 0.537
1.006 -0.014 -0.007 -0.479 0.479
1.174 -0.013 -0.007 -0.388 0.389
1.342 -0.011 -0.005 -0.273 0.273
1.509 -0.006 -0.003 -0.141 0.141
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.168 -0.002 -0.001 -0.295 0.295
0.335 -0.004 -0.002 -0.499 0.499
0.503 -0.007 -0.003 -0.621 0.621
0.671 -0.009 -0.004 -0.671 0.671
0.839 -0.010 -0.005 -0.659 0.659
1.006 -0.011 -0.005 -0.588 0.588
1.174 -0.010 -0.005 -0.477 0.477
1.342 -0.008 -0.004 -0.335 0.335
1.509 -0.005 -0.002 -0.173 0.173
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.001 -0.241 0.241
0.335 -0.003 -0.001 -0.407 0.407
0.503 -0.005 -0.002 -0.506 0.506
0.671 -0.006 -0.003 -0.547 0.547
0.839 -0.007 -0.003 -0.537 0.537
1.006 -0.007 -0.004 -0.479 0.479
1.174 -0.007 -0.003 -0.388 0.389
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
49
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 49 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
1.342 -0.005 -0.003 -0.273 0.273
1.509 -0.003 -0.002 -0.141 0.141
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.168 -0.002 -0.001 -0.151 0.151
0.335 -0.004 -0.002 -0.255 0.255
0.503 -0.006 -0.003 -0.317 0.317
0.671 -0.007 -0.004 -0.343 0.343
0.839 -0.009 -0.004 -0.336 0.336
1.006 -0.009 -0.004 -0.300 0.300
1.174 -0.008 -0.004 -0.243 0.244
1.342 -0.007 -0.003 -0.171 0.171
1.509 -0.004 -0.002 -0.088 0.088
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.001 -0.185 0.185
0.335 -0.003 -0.001 -0.313 0.313
0.503 -0.004 -0.002 -0.389 0.389
0.671 -0.006 -0.003 -0.420 0.420
0.839 -0.007 -0.003 -0.412 0.413
1.006 -0.007 -0.003 -0.368 0.368
1.174 -0.006 -0.003 -0.299 0.299
1.342 -0.005 -0.003 -0.210 0.210
1.509 -0.003 -0.002 -0.108 0.108
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.000 -0.151 0.151
0.335 -0.002 -0.001 -0.255 0.255
0.503 -0.003 -0.002 -0.317 0.317
0.671 -0.004 -0.002 -0.343 0.343
0.839 -0.005 -0.002 -0.336 0.336
1.006 -0.005 -0.002 -0.300 0.300
1.174 -0.004 -0.002 -0.243 0.243
1.342 -0.004 -0.002 -0.171 0.171
1.509 -0.002 -0.001 -0.088 0.088
1.677 0.000 0.000 0.000 0.000
7 1:DL 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 0.000 0.000
0.150 0.000 -0.000 0.000 0.000
0.225 -0.000 -0.001 0.000 0.001
0.300 0.000 -0.001 0.000 0.001
0.375 -0.000 -0.001 0.000 0.001
0.450 0.000 -0.001 0.000 0.001
0.525 0.000 -0.001 0.000 0.001
0.600 0.000 -0.000 0.000 0.001
0.675 -0.000 -0.000 0.000 0.000
0.750 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 0.005 0.005
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
50
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 50 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.150 0.000 -0.000 0.010 0.010
0.225 -0.000 -0.001 0.014 0.014
0.300 0.000 -0.001 0.018 0.018
0.375 -0.000 -0.001 0.020 0.020
0.450 0.000 -0.001 0.020 0.020
0.525 0.000 -0.001 0.019 0.019
0.600 0.000 -0.001 0.015 0.015
0.675 -0.000 -0.001 0.009 0.009
0.750 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 0.006 0.006
0.150 0.000 -0.001 0.012 0.013
0.225 -0.000 -0.001 0.018 0.018
0.300 0.000 -0.002 0.022 0.022
0.375 -0.000 -0.002 0.024 0.024
0.450 0.000 -0.003 0.025 0.025
0.525 0.000 -0.002 0.023 0.023
0.600 0.000 -0.002 0.018 0.018
0.675 -0.000 -0.001 0.011 0.011
0.750 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 0.005 0.005
0.150 0.000 -0.001 0.010 0.010
0.225 -0.000 -0.002 0.014 0.015
0.300 0.000 -0.003 0.018 0.018
0.375 -0.000 -0.003 0.020 0.020
0.450 0.000 -0.004 0.020 0.021
0.525 0.000 -0.004 0.019 0.019
0.600 0.000 -0.003 0.015 0.015
0.675 -0.000 -0.002 0.009 0.009
0.750 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 0.009 0.009
0.150 0.000 -0.001 0.017 0.017
0.225 -0.000 -0.002 0.023 0.024
0.300 0.000 -0.003 0.029 0.029
0.375 -0.000 -0.003 0.032 0.032
0.450 0.000 -0.003 0.033 0.033
0.525 0.000 -0.003 0.030 0.030
0.600 0.000 -0.002 0.024 0.024
0.675 -0.000 -0.002 0.014 0.014
0.750 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 0.010 0.010
0.150 0.000 -0.002 0.020 0.020
0.225 -0.000 -0.003 0.029 0.029
0.300 0.000 -0.004 0.035 0.036
0.375 -0.000 -0.005 0.040 0.040
0.450 0.000 -0.005 0.040 0.040
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
51
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 51 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.525 0.000 -0.005 0.037 0.037
0.600 0.000 -0.004 0.030 0.030
0.675 -0.000 -0.002 0.018 0.018
0.750 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 0.009 0.009
0.150 0.000 -0.002 0.017 0.017
0.225 -0.000 -0.004 0.023 0.024
0.300 0.000 -0.005 0.029 0.029
0.375 -0.000 -0.006 0.032 0.033
0.450 0.000 -0.007 0.033 0.034
0.525 0.000 -0.006 0.030 0.031
0.600 0.000 -0.005 0.024 0.025
0.675 -0.000 -0.003 0.014 0.015
0.750 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.000 0.005 0.005
0.150 0.000 -0.001 0.010 0.010
0.225 -0.000 -0.001 0.015 0.015
0.300 0.000 -0.002 0.018 0.018
0.375 -0.000 -0.002 0.020 0.020
0.450 0.000 -0.002 0.021 0.021
0.525 0.000 -0.002 0.019 0.019
0.600 0.000 -0.002 0.015 0.015
0.675 -0.000 -0.001 0.009 0.009
0.750 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 0.007 0.007
0.150 0.000 -0.001 0.013 0.013
0.225 -0.000 -0.002 0.018 0.018
0.300 0.000 -0.003 0.022 0.022
0.375 -0.000 -0.003 0.025 0.025
0.450 0.000 -0.003 0.025 0.025
0.525 0.000 -0.003 0.023 0.023
0.600 0.000 -0.003 0.019 0.019
0.675 -0.000 -0.002 0.011 0.011
0.750 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.075 0.000 -0.001 0.005 0.005
0.150 0.000 -0.002 0.010 0.010
0.225 -0.000 -0.003 0.015 0.015
0.300 0.000 -0.003 0.018 0.018
0.375 -0.000 -0.004 0.020 0.021
0.450 0.000 -0.004 0.021 0.021
0.525 0.000 -0.004 0.019 0.020
0.600 0.000 -0.003 0.015 0.016
0.675 -0.000 -0.002 0.009 0.009
0.750 0.000 0.000 0.000 0.000
8 1:DL 0.000 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
52
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 52 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.075 -0.000 -0.000 0.000 0.000
0.150 -0.000 -0.000 0.000 0.001
0.225 -0.000 -0.001 0.000 0.001
0.300 0.000 -0.001 0.000 0.001
0.375 -0.000 -0.001 0.000 0.001
0.450 0.000 -0.001 0.000 0.001
0.525 -0.000 -0.001 0.000 0.001
0.600 0.000 -0.000 0.000 0.000
0.675 0.000 -0.000 0.000 0.000
0.750 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.001 0.009 0.009
0.150 -0.000 -0.001 0.015 0.015
0.225 -0.000 -0.001 0.019 0.019
0.300 0.000 -0.001 0.020 0.020
0.375 -0.000 -0.001 0.020 0.020
0.450 0.000 -0.001 0.018 0.018
0.525 -0.000 -0.001 0.014 0.014
0.600 0.000 -0.000 0.010 0.010
0.675 0.000 -0.000 0.005 0.005
0.750 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.001 0.011 0.011
0.150 -0.000 -0.002 0.018 0.018
0.225 -0.000 -0.002 0.023 0.023
0.300 0.000 -0.003 0.025 0.025
0.375 -0.000 -0.002 0.024 0.025
0.450 0.000 -0.002 0.022 0.022
0.525 -0.000 -0.001 0.018 0.018
0.600 0.000 -0.001 0.013 0.013
0.675 0.000 -0.000 0.007 0.007
0.750 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 0.009 0.009
0.150 -0.000 -0.003 0.015 0.015
0.225 -0.000 -0.004 0.019 0.019
0.300 0.000 -0.004 0.020 0.020
0.375 -0.000 -0.003 0.020 0.020
0.450 0.000 -0.003 0.018 0.018
0.525 -0.000 -0.002 0.014 0.014
0.600 0.000 -0.001 0.010 0.010
0.675 0.000 -0.001 0.005 0.005
0.750 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 0.014 0.014
0.150 -0.000 -0.002 0.024 0.024
0.225 -0.000 -0.003 0.030 0.030
0.300 0.000 -0.003 0.033 0.033
0.375 -0.000 -0.003 0.032 0.032
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
53
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 53 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.450 0.000 -0.003 0.029 0.029
0.525 -0.000 -0.002 0.023 0.023
0.600 0.000 -0.001 0.016 0.017
0.675 0.000 -0.001 0.009 0.009
0.750 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 0.018 0.018
0.150 -0.000 -0.004 0.030 0.030
0.225 -0.000 -0.005 0.037 0.037
0.300 0.000 -0.005 0.040 0.041
0.375 -0.000 -0.005 0.040 0.040
0.450 0.000 -0.004 0.035 0.036
0.525 -0.000 -0.003 0.029 0.029
0.600 0.000 -0.002 0.020 0.020
0.675 0.000 -0.001 0.010 0.010
0.750 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.003 0.014 0.015
0.150 -0.000 -0.005 0.024 0.025
0.225 -0.000 -0.006 0.030 0.031
0.300 0.000 -0.007 0.033 0.034
0.375 -0.000 -0.006 0.032 0.033
0.450 0.000 -0.005 0.029 0.029
0.525 -0.000 -0.004 0.023 0.024
0.600 0.000 -0.002 0.016 0.017
0.675 0.000 -0.001 0.009 0.009
0.750 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.001 0.009 0.009
0.150 -0.000 -0.002 0.015 0.015
0.225 -0.000 -0.002 0.019 0.019
0.300 0.000 -0.002 0.021 0.021
0.375 -0.000 -0.002 0.020 0.020
0.450 0.000 -0.002 0.018 0.018
0.525 -0.000 -0.001 0.015 0.015
0.600 0.000 -0.001 0.010 0.010
0.675 0.000 -0.000 0.005 0.005
0.750 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 0.011 0.011
0.150 -0.000 -0.003 0.019 0.019
0.225 -0.000 -0.003 0.023 0.023
0.300 0.000 -0.003 0.025 0.025
0.375 -0.000 -0.003 0.025 0.025
0.450 0.000 -0.003 0.022 0.022
0.525 -0.000 -0.002 0.018 0.018
0.600 0.000 -0.001 0.013 0.013
0.675 0.000 -0.001 0.007 0.007
0.750 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
54
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 54 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.075 -0.000 -0.002 0.009 0.009
0.150 -0.000 -0.003 0.015 0.016
0.225 -0.000 -0.004 0.019 0.019
0.300 0.000 -0.004 0.021 0.021
0.375 -0.000 -0.004 0.020 0.021
0.450 0.000 -0.003 0.018 0.018
0.525 -0.000 -0.003 0.015 0.015
0.600 0.000 -0.002 0.010 0.010
0.675 0.000 -0.001 0.005 0.005
0.750 0.000 0.000 0.000 0.000
9 1:DL 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 0.002 0.002
0.300 0.000 -0.000 0.003 0.003
0.450 0.000 -0.000 0.005 0.005
0.600 0.000 -0.000 0.006 0.006
0.750 0.000 0.000 0.007 0.007
0.900 0.000 -0.000 0.007 0.007
1.050 0.000 0.000 0.006 0.006
1.200 0.000 -0.000 0.005 0.005
1.350 0.000 -0.000 0.003 0.003
1.500 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 0.081 0.081
0.300 0.000 -0.000 0.157 0.157
0.450 0.000 -0.000 0.224 0.224
0.600 0.000 0.000 0.276 0.276
0.750 0.000 -0.000 0.309 0.309
0.900 0.000 -0.000 0.315 0.315
1.050 0.000 -0.000 0.292 0.292
1.200 0.000 0.000 0.234 0.234
1.350 0.000 0.000 0.139 0.139
1.500 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 0.100 0.100
0.300 0.000 0.000 0.194 0.194
0.450 0.000 -0.000 0.276 0.276
0.600 0.000 -0.000 0.340 0.340
0.750 0.000 -0.000 0.381 0.381
0.900 0.000 -0.000 0.388 0.388
1.050 0.000 -0.000 0.359 0.359
1.200 0.000 -0.000 0.289 0.289
1.350 0.000 -0.000 0.171 0.171
1.500 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.150 0.000 0.000 0.081 0.081
0.300 0.000 0.000 0.158 0.158
0.450 0.000 0.000 0.224 0.224
0.600 0.000 0.000 0.276 0.276
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
55
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 55 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.750 0.000 0.000 0.309 0.309
0.900 0.000 0.000 0.315 0.315
1.050 0.000 0.000 0.291 0.291
1.200 0.000 -0.000 0.234 0.234
1.350 0.000 0.000 0.139 0.139
1.500 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.150 0.000 0.000 0.133 0.133
0.300 0.000 -0.000 0.257 0.257
0.450 0.000 -0.000 0.365 0.365
0.600 0.000 -0.000 0.450 0.450
0.750 0.000 -0.000 0.504 0.504
0.900 0.000 0.000 0.514 0.514
1.050 0.000 0.000 0.475 0.475
1.200 0.000 0.000 0.382 0.382
1.350 0.000 0.000 0.226 0.226
1.500 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 0.163 0.163
0.300 0.000 -0.000 0.315 0.315
0.450 0.000 -0.000 0.448 0.448
0.600 0.000 -0.000 0.552 0.552
0.750 0.000 -0.000 0.619 0.619
0.900 0.000 -0.000 0.630 0.630
1.050 0.000 -0.000 0.583 0.583
1.200 0.000 -0.000 0.469 0.469
1.350 0.000 -0.000 0.277 0.277
1.500 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 0.133 0.133
0.300 0.000 -0.000 0.257 0.257
0.450 0.000 -0.000 0.365 0.365
0.600 0.000 -0.000 0.450 0.450
0.750 0.000 -0.000 0.504 0.504
0.900 0.000 0.000 0.514 0.514
1.050 0.000 -0.000 0.475 0.475
1.200 0.000 -0.000 0.382 0.382
1.350 0.000 -0.000 0.226 0.226
1.500 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.150 0.000 0.000 0.083 0.083
0.300 0.000 0.000 0.161 0.161
0.450 0.000 0.000 0.229 0.229
0.600 0.000 0.000 0.282 0.282
0.750 0.000 0.000 0.316 0.316
0.900 0.000 0.000 0.322 0.322
1.050 0.000 0.000 0.298 0.298
1.200 0.000 0.000 0.239 0.239
1.350 0.000 0.000 0.142 0.142
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
56
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 56 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
1.500 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.150 0.000 0.000 0.102 0.102
0.300 0.000 0.000 0.197 0.197
0.450 0.000 0.000 0.281 0.281
0.600 0.000 0.000 0.346 0.346
0.750 0.000 -0.000 0.388 0.388
0.900 0.000 0.000 0.395 0.395
1.050 0.000 0.000 0.365 0.365
1.200 0.000 0.000 0.294 0.294
1.350 0.000 0.000 0.174 0.174
1.500 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.150 0.000 -0.000 0.083 0.083
0.300 0.000 0.000 0.161 0.161
0.450 0.000 0.000 0.229 0.229
0.600 0.000 0.000 0.282 0.282
0.750 0.000 -0.000 0.316 0.316
0.900 0.000 -0.000 0.322 0.322
1.050 0.000 -0.000 0.298 0.298
1.200 0.000 0.000 0.239 0.239
1.350 0.000 0.000 0.142 0.142
1.500 0.000 0.000 0.000 0.000
10 1:DL 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 0.001 0.001
0.100 0.000 -0.000 0.003 0.003
0.150 0.000 -0.000 0.004 0.004
0.200 0.000 -0.000 0.004 0.004
0.250 0.000 -0.000 0.004 0.004
0.300 0.000 -0.000 0.004 0.004
0.350 0.000 -0.000 0.004 0.004
0.400 0.000 -0.000 0.003 0.003
0.450 0.000 -0.000 0.002 0.002
0.500 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 0.069 0.069
0.100 0.000 -0.000 0.125 0.125
0.150 0.000 -0.000 0.166 0.166
0.200 0.000 0.000 0.192 0.192
0.250 0.000 -0.000 0.203 0.203
0.300 0.000 0.000 0.196 0.196
0.350 0.000 0.000 0.172 0.172
0.400 0.000 0.000 0.132 0.132
0.450 0.000 0.000 0.075 0.075
0.500 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 0.085 0.085
0.100 0.000 -0.000 0.154 0.154
0.150 0.000 -0.000 0.204 0.204
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
57
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 57 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.200 0.000 0.000 0.236 0.236
0.250 0.000 -0.000 0.250 0.250
0.300 0.000 0.000 0.241 0.241
0.350 0.000 0.000 0.212 0.212
0.400 0.000 0.000 0.163 0.163
0.450 0.000 0.000 0.092 0.092
0.500 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 0.069 0.069
0.100 0.000 -0.000 0.125 0.125
0.150 0.000 0.000 0.166 0.166
0.200 0.000 -0.000 0.192 0.192
0.250 0.000 0.000 0.203 0.203
0.300 0.000 -0.000 0.196 0.196
0.350 0.000 -0.000 0.172 0.172
0.400 0.000 -0.000 0.132 0.132
0.450 0.000 -0.000 0.075 0.075
0.500 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 0.113 0.113
0.100 0.000 -0.000 0.203 0.203
0.150 0.000 0.000 0.270 0.270
0.200 0.000 -0.000 0.313 0.313
0.250 0.000 -0.000 0.331 0.331
0.300 0.000 -0.000 0.319 0.319
0.350 0.000 -0.000 0.281 0.281
0.400 0.000 -0.000 0.215 0.215
0.450 0.000 -0.000 0.122 0.122
0.500 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.050 0.000 -0.000 0.139 0.139
0.100 0.000 -0.000 0.250 0.250
0.150 0.000 0.000 0.332 0.332
0.200 0.000 -0.000 0.384 0.384
0.250 0.000 0.000 0.405 0.405
0.300 0.000 0.000 0.391 0.391
0.350 0.000 0.000 0.344 0.344
0.400 0.000 0.000 0.264 0.264
0.450 0.000 0.000 0.150 0.150
0.500 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 0.113 0.113
0.100 0.000 0.000 0.203 0.203
0.150 0.000 0.000 0.270 0.270
0.200 0.000 0.000 0.313 0.313
0.250 0.000 -0.000 0.331 0.331
0.300 0.000 0.000 0.319 0.319
0.350 0.000 0.000 0.280 0.280
0.400 0.000 0.000 0.215 0.215
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
58
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 58 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.450 0.000 0.000 0.122 0.122
0.500 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 0.071 0.071
0.100 0.000 -0.000 0.127 0.127
0.150 0.000 0.000 0.169 0.169
0.200 0.000 -0.000 0.196 0.196
0.250 0.000 -0.000 0.207 0.207
0.300 0.000 -0.000 0.200 0.200
0.350 0.000 -0.000 0.176 0.176
0.400 0.000 -0.000 0.135 0.135
0.450 0.000 -0.000 0.076 0.076
0.500 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 0.087 0.087
0.100 0.000 -0.000 0.156 0.156
0.150 0.000 0.000 0.208 0.208
0.200 0.000 -0.000 0.240 0.240
0.250 0.000 -0.000 0.254 0.254
0.300 0.000 -0.000 0.245 0.245
0.350 0.000 -0.000 0.216 0.216
0.400 0.000 -0.000 0.165 0.165
0.450 0.000 -0.000 0.094 0.094
0.500 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.050 0.000 0.000 0.071 0.071
0.100 0.000 -0.000 0.127 0.127
0.150 0.000 0.000 0.169 0.169
0.200 0.000 -0.000 0.196 0.196
0.250 0.000 -0.000 0.207 0.207
0.300 0.000 -0.000 0.200 0.200
0.350 0.000 -0.000 0.176 0.176
0.400 0.000 -0.000 0.135 0.135
0.450 0.000 -0.000 0.076 0.076
0.500 0.000 0.000 0.000 0.000
11 1:DL 0.000 0.000 0.000 0.000 0.000
0.168 0.000 -0.000 0.003 0.003
0.335 0.001 -0.000 0.005 0.005
0.503 0.001 -0.001 0.007 0.007
0.671 0.002 -0.001 0.007 0.008
0.839 0.002 -0.001 0.007 0.007
1.006 0.002 -0.001 0.006 0.007
1.174 0.002 -0.001 0.005 0.006
1.342 0.001 -0.001 0.004 0.004
1.509 0.001 -0.000 0.002 0.002
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.000 0.148 0.148
0.335 0.001 -0.001 0.249 0.249
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
59
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 59 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.503 0.002 -0.001 0.310 0.310
0.671 0.002 -0.001 0.335 0.335
0.839 0.003 -0.001 0.329 0.329
1.006 0.003 -0.001 0.294 0.294
1.174 0.003 -0.001 0.238 0.238
1.342 0.002 -0.001 0.167 0.167
1.509 0.001 -0.001 0.086 0.086
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.000 0.182 0.182
0.335 0.002 -0.001 0.307 0.307
0.503 0.003 -0.002 0.382 0.382
0.671 0.004 -0.002 0.413 0.413
0.839 0.005 -0.002 0.405 0.405
1.006 0.005 -0.002 0.362 0.362
1.174 0.005 -0.002 0.293 0.293
1.342 0.004 -0.002 0.206 0.206
1.509 0.002 -0.001 0.107 0.107
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.001 0.148 0.148
0.335 0.003 -0.001 0.250 0.250
0.503 0.004 -0.002 0.310 0.311
0.671 0.006 -0.003 0.335 0.335
0.839 0.007 -0.003 0.329 0.329
1.006 0.007 -0.004 0.294 0.294
1.174 0.007 -0.003 0.238 0.238
1.342 0.005 -0.003 0.168 0.168
1.509 0.003 -0.002 0.087 0.087
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.001 0.241 0.241
0.335 0.003 -0.001 0.407 0.407
0.503 0.005 -0.002 0.506 0.506
0.671 0.006 -0.003 0.547 0.547
0.839 0.007 -0.003 0.537 0.537
1.006 0.007 -0.004 0.479 0.479
1.174 0.007 -0.003 0.388 0.388
1.342 0.005 -0.003 0.273 0.273
1.509 0.003 -0.002 0.141 0.141
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.168 0.002 -0.001 0.295 0.295
0.335 0.004 -0.002 0.499 0.499
0.503 0.007 -0.003 0.621 0.621
0.671 0.009 -0.004 0.671 0.671
0.839 0.010 -0.005 0.658 0.659
1.006 0.011 -0.005 0.588 0.588
1.174 0.010 -0.005 0.477 0.477
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
60
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 60 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
1.342 0.008 -0.004 0.335 0.335
1.509 0.005 -0.002 0.173 0.173
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.168 0.003 -0.001 0.241 0.241
0.335 0.006 -0.003 0.407 0.407
0.503 0.009 -0.004 0.506 0.506
0.671 0.012 -0.006 0.547 0.547
0.839 0.013 -0.007 0.537 0.537
1.006 0.014 -0.007 0.479 0.479
1.174 0.013 -0.007 0.388 0.389
1.342 0.011 -0.005 0.273 0.273
1.509 0.006 -0.003 0.141 0.141
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.000 0.151 0.151
0.335 0.002 -0.001 0.255 0.255
0.503 0.003 -0.002 0.317 0.317
0.671 0.004 -0.002 0.343 0.343
0.839 0.005 -0.002 0.336 0.336
1.006 0.005 -0.002 0.300 0.300
1.174 0.004 -0.002 0.243 0.244
1.342 0.004 -0.002 0.171 0.171
1.509 0.002 -0.001 0.088 0.088
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.168 0.001 -0.001 0.185 0.185
0.335 0.003 -0.001 0.313 0.313
0.503 0.004 -0.002 0.389 0.389
0.671 0.006 -0.003 0.420 0.420
0.839 0.007 -0.003 0.413 0.413
1.006 0.007 -0.003 0.368 0.368
1.174 0.006 -0.003 0.299 0.299
1.342 0.005 -0.003 0.210 0.210
1.509 0.003 -0.002 0.108 0.108
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.168 0.002 -0.001 0.151 0.151
0.335 0.004 -0.002 0.255 0.255
0.503 0.006 -0.003 0.317 0.317
0.671 0.007 -0.004 0.343 0.343
0.839 0.009 -0.004 0.336 0.336
1.006 0.009 -0.004 0.300 0.300
1.174 0.008 -0.004 0.243 0.244
1.342 0.007 -0.003 0.171 0.171
1.509 0.004 -0.002 0.088 0.088
1.677 0.000 0.000 0.000 0.000
12 1:DL 0.000 0.000 0.000 0.000 0.000
0.168 -0.000 -0.000 0.003 0.003
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
61
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 61 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.335 -0.001 -0.000 0.005 0.005
0.503 -0.001 -0.001 0.007 0.007
0.671 -0.002 -0.001 0.007 0.008
0.839 -0.002 -0.001 0.007 0.007
1.006 -0.002 -0.001 0.006 0.007
1.174 -0.002 -0.001 0.005 0.006
1.342 -0.001 -0.001 0.004 0.004
1.509 -0.001 -0.000 0.002 0.002
1.677 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.000 0.148 0.148
0.335 -0.001 -0.001 0.249 0.249
0.503 -0.002 -0.001 0.310 0.310
0.671 -0.002 -0.001 0.335 0.335
0.839 -0.003 -0.001 0.329 0.329
1.006 -0.003 -0.001 0.294 0.294
1.174 -0.003 -0.001 0.238 0.238
1.342 -0.002 -0.001 0.167 0.167
1.509 -0.001 -0.001 0.086 0.086
1.677 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.000 0.182 0.182
0.335 -0.002 -0.001 0.307 0.307
0.503 -0.003 -0.002 0.382 0.382
0.671 -0.004 -0.002 0.413 0.413
0.839 -0.005 -0.002 0.405 0.405
1.006 -0.005 -0.002 0.362 0.362
1.174 -0.005 -0.002 0.293 0.293
1.342 -0.004 -0.002 0.206 0.206
1.509 -0.002 -0.001 0.107 0.107
1.677 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.001 0.148 0.148
0.335 -0.003 -0.001 0.250 0.250
0.503 -0.004 -0.002 0.310 0.311
0.671 -0.006 -0.003 0.335 0.335
0.839 -0.007 -0.003 0.329 0.329
1.006 -0.007 -0.004 0.294 0.294
1.174 -0.007 -0.003 0.238 0.238
1.342 -0.005 -0.003 0.168 0.168
1.509 -0.003 -0.002 0.087 0.087
1.677 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.001 0.241 0.241
0.335 -0.003 -0.001 0.407 0.407
0.503 -0.005 -0.002 0.506 0.506
0.671 -0.006 -0.003 0.547 0.547
0.839 -0.007 -0.003 0.537 0.537
1.006 -0.007 -0.004 0.479 0.479
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
62
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 62 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
1.174 -0.007 -0.003 0.388 0.388
1.342 -0.005 -0.003 0.273 0.273
1.509 -0.003 -0.002 0.141 0.141
1.677 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.168 -0.002 -0.001 0.295 0.295
0.335 -0.004 -0.002 0.499 0.499
0.503 -0.007 -0.003 0.621 0.621
0.671 -0.009 -0.004 0.671 0.671
0.839 -0.010 -0.005 0.658 0.659
1.006 -0.011 -0.005 0.588 0.588
1.174 -0.010 -0.005 0.477 0.477
1.342 -0.008 -0.004 0.335 0.335
1.509 -0.005 -0.002 0.173 0.173
1.677 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.168 -0.003 -0.001 0.241 0.241
0.335 -0.006 -0.003 0.407 0.407
0.503 -0.009 -0.004 0.506 0.506
0.671 -0.012 -0.006 0.547 0.547
0.839 -0.013 -0.007 0.537 0.537
1.006 -0.014 -0.007 0.479 0.479
1.174 -0.013 -0.007 0.388 0.389
1.342 -0.011 -0.005 0.273 0.273
1.509 -0.006 -0.003 0.141 0.141
1.677 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.000 0.151 0.151
0.335 -0.002 -0.001 0.255 0.255
0.503 -0.003 -0.002 0.317 0.317
0.671 -0.004 -0.002 0.343 0.343
0.839 -0.005 -0.002 0.336 0.336
1.006 -0.005 -0.002 0.300 0.300
1.174 -0.004 -0.002 0.243 0.244
1.342 -0.004 -0.002 0.171 0.171
1.509 -0.002 -0.001 0.088 0.088
1.677 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.168 -0.001 -0.001 0.185 0.185
0.335 -0.003 -0.001 0.313 0.313
0.503 -0.004 -0.002 0.389 0.389
0.671 -0.006 -0.003 0.420 0.420
0.839 -0.007 -0.003 0.413 0.413
1.006 -0.007 -0.003 0.368 0.368
1.174 -0.006 -0.003 0.299 0.299
1.342 -0.005 -0.003 0.210 0.210
1.509 -0.003 -0.002 0.108 0.108
1.677 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
63
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 63 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
0.168 -0.002 -0.001 0.151 0.151
0.335 -0.004 -0.002 0.255 0.255
0.503 -0.006 -0.003 0.317 0.317
0.671 -0.007 -0.004 0.343 0.343
0.839 -0.009 -0.004 0.336 0.336
1.006 -0.009 -0.004 0.300 0.300
1.174 -0.008 -0.004 0.243 0.244
1.342 -0.007 -0.003 0.171 0.171
1.509 -0.004 -0.002 0.088 0.088
1.677 0.000 0.000 0.000 0.000
13 1:DL 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -0.024 0.000 0.024
0.600 0.000 -0.047 0.000 0.047
0.900 0.000 -0.065 0.000 0.065
1.200 0.000 -0.077 0.000 0.077
1.500 0.000 -0.081 -0.000 0.081
1.800 0.000 -0.077 -0.000 0.077
2.100 0.000 -0.065 -0.000 0.065
2.400 0.000 -0.047 0.000 0.047
2.700 0.000 -0.024 -0.000 0.024
3.000 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -1.330 0.000 1.330
0.600 0.000 -2.515 0.000 2.515
0.900 0.000 -3.363 0.000 3.363
1.200 0.000 -3.762 0.000 3.762
1.500 0.000 -3.736 -0.000 3.736
1.800 0.000 -3.322 0.000 3.322
2.100 0.000 -2.660 -0.000 2.660
2.400 0.000 -1.832 0.000 1.832
2.700 0.000 -0.918 -0.000 0.918
3.000 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -1.408 0.000 1.408
0.600 0.000 -2.762 0.000 2.762
0.900 0.000 -3.918 0.000 3.918
1.200 0.000 -4.735 0.000 4.735
1.500 0.000 -5.067 -0.000 5.067
1.800 0.000 -4.735 0.000 4.735
2.100 0.000 -3.918 -0.000 3.918
2.400 0.000 -2.762 0.000 2.762
2.700 0.000 -1.408 0.000 1.408
3.000 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -0.918 0.000 0.918
0.600 0.000 -1.832 0.000 1.832
0.900 0.000 -2.660 0.000 2.660
1.200 0.000 -3.322 0.000 3.322
1.500 0.000 -3.736 -0.000 3.736
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
64
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 64 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
1.800 0.000 -3.762 0.000 3.762
2.100 0.000 -3.363 -0.000 3.363
2.400 0.000 -2.516 0.000 2.516
2.700 0.000 -1.330 0.000 1.330
3.000 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -2.161 0.000 2.161
0.600 0.000 -4.090 0.000 4.090
0.900 0.000 -5.471 0.000 5.471
1.200 0.000 -6.127 0.000 6.127
1.500 0.000 -6.091 0.000 6.091
1.800 0.000 -5.422 -0.000 5.422
2.100 0.000 -4.347 0.000 4.347
2.400 0.000 -2.997 0.000 2.997
2.700 0.000 -1.503 0.000 1.503
3.000 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -2.287 0.000 2.287
0.600 0.000 -4.484 0.000 4.484
0.900 0.000 -6.360 -0.000 6.360
1.200 0.000 -7.682 -0.000 7.682
1.500 0.000 -8.221 -0.000 8.221
1.800 0.000 -7.682 0.000 7.682
2.100 0.000 -6.360 0.000 6.360
2.400 0.000 -4.484 0.000 4.484
2.700 0.000 -2.287 0.000 2.287
3.000 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -1.503 -0.000 1.503
0.600 0.000 -2.997 -0.000 2.997
0.900 0.000 -4.347 -0.000 4.347
1.200 0.000 -5.422 -0.000 5.422
1.500 0.000 -6.091 -0.000 6.091
1.800 0.000 -6.126 0.000 6.126
2.100 0.000 -5.471 0.000 5.471
2.400 0.000 -4.090 -0.000 4.090
2.700 0.000 -2.161 -0.000 2.161
3.000 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -1.354 -0.000 1.354
0.600 0.000 -2.562 -0.000 2.562
0.900 0.000 -3.428 -0.000 3.428
1.200 0.000 -3.839 0.000 3.839
1.500 0.000 -3.817 -0.000 3.817
1.800 0.000 -3.399 0.000 3.399
2.100 0.000 -2.725 -0.000 2.725
2.400 0.000 -1.879 -0.000 1.879
2.700 0.000 -0.943 -0.000 0.943
3.000 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
65
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 65 of 177STAAD.Pro for Windows 20.07.04.12
Beam Relative Displacement Detail Cont...Beam L/C d
(m)
Disp. x
x (mm)
Disp. y
y (mm)
Disp. z
z (mm)
Resultant
(mm)
9:SLS 2 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -1.432 -0.000 1.432
0.600 0.000 -2.809 -0.000 2.809
0.900 0.000 -3.983 -0.000 3.983
1.200 0.000 -4.811 0.000 4.811
1.500 0.000 -5.148 -0.000 5.148
1.800 0.000 -4.811 0.000 4.811
2.100 0.000 -3.983 -0.000 3.983
2.400 0.000 -2.809 0.000 2.809
2.700 0.000 -1.432 0.000 1.432
3.000 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000 0.000
0.300 0.000 -0.943 -0.000 0.943
0.600 0.000 -1.879 -0.000 1.879
0.900 0.000 -2.725 -0.000 2.725
1.200 0.000 -3.399 0.000 3.399
1.500 0.000 -3.817 -0.000 3.817
1.800 0.000 -3.839 0.000 3.839
2.100 0.000 -3.428 -0.000 3.428
2.400 0.000 -2.562 0.000 2.562
2.700 0.000 -1.354 -0.000 1.354
3.000 0.000 0.000 0.000 0.000
Beam Maximum Relative DisplacementsDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C y
(mm)
d
(m)
z
(mm)
d
(m)
Resultant
(mm)
d
(m)
Span
Max z
1 3 0.750 1:DL -0.001 0.375 -0.000 0.438 0.001 0.438 > 10000
2:LL1 -0.004 0.500 -0.020 0.438 0.021 0.438 > 10000
3:LL2 -0.003 0.500 -0.025 0.438 0.025 0.438 > 10000
4:LL3 -0.001 0.500 -0.020 0.438 0.020 0.438 > 10000
5:ULS 1 -0.007 0.438 -0.033 0.438 0.034 0.438 > 10000
6:ULS 2 -0.005 0.438 -0.041 0.438 0.041 0.438 > 10000
7:ULS 3 -0.003 0.438 -0.033 0.438 0.033 0.438 > 10000
8:SLS 1 -0.004 0.438 -0.021 0.438 0.021 0.438 > 10000
9:SLS 2 -0.003 0.438 -0.025 0.438 0.026 0.438 > 10000
10:SLS 3 -0.002 0.438 -0.021 0.438 0.021 0.438 > 10000
2 1 0.750 1:DL -0.001 0.375 -0.000 0.313 0.001 0.313 > 10000
2:LL1 -0.004 0.250 -0.020 0.313 0.021 0.313 > 10000
3:LL2 -0.003 0.250 -0.025 0.313 0.025 0.313 > 10000
4:LL3 -0.001 0.250 -0.020 0.313 0.020 0.313 > 10000
5:ULS 1 -0.007 0.313 -0.033 0.313 0.034 0.313 > 10000
6:ULS 2 -0.005 0.313 -0.041 0.313 0.041 0.313 > 10000
7:ULS 3 -0.003 0.313 -0.033 0.313 0.033 0.313 > 10000
8:SLS 1 -0.004 0.313 -0.021 0.313 0.021 0.313 > 10000
9:SLS 2 -0.003 0.313 -0.025 0.313 0.026 0.313 > 10000
10:SLS 3 -0.002 0.313 -0.021 0.313 0.021 0.313 > 10000
3 1 1.500 1:DL -0.000 1.250 -0.007 0.875 0.007 0.875 > 10000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
66
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 66 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Relative Displacements Cont...Beam Node A Length
(m)
L/C y
(mm)
d
(m)
z
(mm)
d
(m)
Resultant
(mm)
d
(m)
Span
Max z
2:LL1 0.000 1.375 -0.317 0.875 0.317 0.875 > 10000
3:LL2 -0.000 1.375 -0.391 0.875 0.391 0.875 > 10000
4:LL3 -0.000 0.875 -0.317 0.875 0.317 0.875 > 10000
5:ULS 1 -0.000 1.250 -0.517 0.875 0.517 0.875 > 10000
6:ULS 2 -0.000 1.250 -0.635 0.875 0.635 0.875 > 10000
7:ULS 3 0.000 1.375 -0.517 0.875 0.517 0.875 > 10000
8:SLS 1 -0.000 0.875 -0.324 0.875 0.324 0.875 > 10000
9:SLS 2 0.000 1.250 -0.398 0.875 0.398 0.875 > 10000
10:SLS 3 0.000 1.375 -0.324 0.875 0.324 0.875 > 10000
4 5 0.500 1:DL -0.000 0.458 -0.004 0.250 0.004 0.250 > 10000
2:LL1 -0.000 0.458 -0.203 0.250 0.203 0.250 > 10000
3:LL2 0.000 0.208 -0.250 0.250 0.250 0.250 > 10000
4:LL3 0.000 0.208 -0.203 0.250 0.203 0.250 > 10000
5:ULS 1 0.000 0.167 -0.330 0.250 0.330 0.250 > 10000
6:ULS 2 0.000 0.292 -0.405 0.250 0.405 0.250 > 10000
7:ULS 3 -0.000 0.375 -0.330 0.250 0.330 0.250 > 10000
8:SLS 1 -0.000 0.458 -0.207 0.250 0.207 0.250 > 10000
9:SLS 2 -0.000 0.458 -0.254 0.250 0.254 0.250 > 10000
10:SLS 3 -0.000 0.375 -0.207 0.250 0.207 0.250 > 10000
5 5 1.677 1:DL -0.001 0.978 -0.007 0.699 0.008 0.699 > 10000
2:LL1 -0.004 0.978 -0.338 0.699 0.338 0.699 > 10000
3:LL2 -0.002 0.978 -0.416 0.699 0.416 0.699 > 10000
4:LL3 -0.001 0.978 -0.338 0.699 0.338 0.699 > 10000
5:ULS 1 -0.007 0.978 -0.551 0.699 0.551 0.699 > 10000
6:ULS 2 -0.005 0.978 -0.676 0.699 0.676 0.699 > 10000
7:ULS 3 -0.004 0.978 -0.551 0.699 0.551 0.699 > 10000
8:SLS 1 -0.004 0.978 -0.345 0.699 0.345 0.699 > 10000
9:SLS 2 -0.003 0.978 -0.423 0.699 0.423 0.699 > 10000
10:SLS 3 -0.002 0.978 -0.345 0.699 0.345 0.699 > 10000
6 5 1.677 1:DL -0.001 0.978 -0.007 0.699 0.008 0.699 > 10000
2:LL1 -0.004 0.978 -0.338 0.699 0.338 0.699 > 10000
3:LL2 -0.002 0.978 -0.416 0.699 0.416 0.699 > 10000
4:LL3 -0.001 0.978 -0.338 0.699 0.338 0.699 > 10000
5:ULS 1 -0.007 0.978 -0.551 0.699 0.551 0.699 > 10000
6:ULS 2 -0.005 0.978 -0.676 0.699 0.676 0.699 > 10000
7:ULS 3 -0.004 0.978 -0.551 0.699 0.551 0.699 > 10000
8:SLS 1 -0.004 0.978 -0.345 0.699 0.345 0.699 > 10000
9:SLS 2 -0.003 0.978 -0.423 0.699 0.423 0.699 > 10000
10:SLS 3 -0.002 0.978 -0.345 0.699 0.345 0.699 > 10000
7 8 0.750 1:DL -0.001 0.375 0.000 0.250 0.001 0.375 > 10000
2:LL1 -0.001 0.500 0.020 0.438 0.020 0.438 > 10000
3:LL2 -0.003 0.500 0.025 0.438 0.025 0.438 > 10000
4:LL3 -0.004 0.500 0.020 0.438 0.021 0.438 > 10000
5:ULS 1 -0.003 0.438 0.033 0.438 0.033 0.438 > 10000
6:ULS 2 -0.005 0.438 0.040 0.438 0.041 0.438 > 10000
7:ULS 3 -0.007 0.438 0.033 0.438 0.034 0.438 > 10000
8:SLS 1 -0.002 0.438 0.021 0.438 0.021 0.438 > 10000
9:SLS 2 -0.003 0.438 0.025 0.438 0.025 0.438 > 10000
10:SLS 3 -0.004 0.438 0.021 0.438 0.021 0.438 > 10000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
67
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 67 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Relative Displacements Cont...Beam Node A Length
(m)
L/C y
(mm)
d
(m)
z
(mm)
d
(m)
Resultant
(mm)
d
(m)
Span
Max z
8 6 0.750 1:DL -0.001 0.375 0.000 0.125 0.001 0.375 > 10000
2:LL1 -0.001 0.250 0.020 0.313 0.020 0.313 > 10000
3:LL2 -0.003 0.250 0.025 0.313 0.025 0.313 > 10000
4:LL3 -0.004 0.250 0.020 0.313 0.021 0.313 > 10000
5:ULS 1 -0.003 0.313 0.033 0.313 0.033 0.313 > 10000
6:ULS 2 -0.005 0.313 0.041 0.313 0.041 0.313 > 10000
7:ULS 3 -0.007 0.313 0.033 0.313 0.034 0.313 > 10000
8:SLS 1 -0.002 0.313 0.021 0.313 0.021 0.313 > 10000
9:SLS 2 -0.003 0.313 0.025 0.313 0.026 0.313 > 10000
10:SLS 3 -0.004 0.313 0.021 0.313 0.021 0.313 > 10000
9 6 1.500 1:DL -0.000 1.250 0.007 0.875 0.007 0.875 > 10000
2:LL1 -0.000 0.875 0.317 0.875 0.317 0.875 > 10000
3:LL2 -0.000 1.375 0.391 0.875 0.391 0.875 > 10000
4:LL3 0.000 1.375 0.317 0.875 0.317 0.875 > 10000
5:ULS 1 0.000 1.375 0.518 0.875 0.518 0.875 > 10000
6:ULS 2 -0.000 1.250 0.635 0.875 0.635 0.875 > 10000
7:ULS 3 -0.000 1.250 0.517 0.875 0.517 0.875 > 10000
8:SLS 1 0.000 1.375 0.324 0.875 0.324 0.875 > 10000
9:SLS 2 0.000 1.250 0.398 0.875 0.398 0.875 > 10000
10:SLS 3 -0.000 0.875 0.324 0.875 0.324 0.875 > 10000
10 10 0.500 1:DL -0.000 0.458 0.004 0.250 0.004 0.250 > 10000
2:LL1 0.000 0.208 0.203 0.250 0.203 0.250 > 10000
3:LL2 0.000 0.208 0.250 0.250 0.250 0.250 > 10000
4:LL3 -0.000 0.458 0.203 0.250 0.203 0.250 > 10000
5:ULS 1 -0.000 0.375 0.331 0.250 0.331 0.250 > 10000
6:ULS 2 0.000 0.292 0.405 0.250 0.405 0.250 > 10000
7:ULS 3 0.000 0.167 0.331 0.250 0.331 0.250 > 10000
8:SLS 1 -0.000 0.375 0.207 0.250 0.207 0.250 > 10000
9:SLS 2 -0.000 0.458 0.254 0.250 0.254 0.250 > 10000
10:SLS 3 -0.000 0.458 0.207 0.250 0.207 0.250 > 10000
11 10 1.677 1:DL -0.001 0.978 0.007 0.699 0.008 0.699 > 10000
2:LL1 -0.001 0.978 0.338 0.699 0.338 0.699 > 10000
3:LL2 -0.002 0.978 0.416 0.699 0.416 0.699 > 10000
4:LL3 -0.004 0.978 0.338 0.699 0.338 0.699 > 10000
5:ULS 1 -0.004 0.978 0.551 0.699 0.551 0.699 > 10000
6:ULS 2 -0.005 0.978 0.676 0.699 0.676 0.699 > 10000
7:ULS 3 -0.007 0.978 0.551 0.699 0.551 0.699 > 10000
8:SLS 1 -0.002 0.978 0.345 0.699 0.345 0.699 > 10000
9:SLS 2 -0.003 0.978 0.423 0.699 0.423 0.699 > 10000
10:SLS 3 -0.004 0.978 0.345 0.699 0.345 0.699 > 10000
12 10 1.677 1:DL -0.001 0.978 0.007 0.699 0.008 0.699 > 10000
2:LL1 -0.001 0.978 0.338 0.699 0.338 0.699 > 10000
3:LL2 -0.002 0.978 0.416 0.699 0.416 0.699 > 10000
4:LL3 -0.004 0.978 0.338 0.699 0.338 0.699 > 10000
5:ULS 1 -0.004 0.978 0.551 0.699 0.551 0.699 > 10000
6:ULS 2 -0.005 0.978 0.676 0.699 0.676 0.699 > 10000
7:ULS 3 -0.007 0.978 0.551 0.699 0.551 0.699 > 10000
8:SLS 1 -0.002 0.978 0.345 0.699 0.345 0.699 > 10000
9:SLS 2 -0.003 0.978 0.423 0.699 0.423 0.699 > 10000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
68
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 68 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Relative Displacements Cont...Beam Node A Length
(m)
L/C y
(mm)
d
(m)
z
(mm)
d
(m)
Resultant
(mm)
d
(m)
Span
Max z
10:SLS 3 -0.004 0.978 0.345 0.699 0.345 0.699 > 10000
13 4 3.000 1:DL -0.081 1.500 -0.000 2.750 0.081 1.500 > 10000
2:LL1 -3.806 1.250 0.000 1.750 3.806 1.250 788
3:LL2 -5.067 1.500 0.000 1.750 5.067 1.500 592
4:LL3 -3.806 1.750 0.000 1.750 3.806 1.750 788
5:ULS 1 -6.200 1.250 0.000 2.750 6.200 1.250 484
6:ULS 2 -8.221 1.500 0.000 2.750 8.221 1.500 365
7:ULS 3 -6.200 1.750 -0.000 2.500 6.200 1.750 484
8:SLS 1 -3.885 1.250 -0.000 2.250 3.885 1.250 772
9:SLS 2 -5.148 1.500 0.000 1.750 5.148 1.500 583
10:SLS 3 -3.885 1.750 -0.000 2.250 3.885 1.750 772
Beam End DisplacementsDisplacements shown in italic indicate the presence of an offset
Beam Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
1 3 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
1 1:DL 0.000 -0.003 -0.002 0.004
2:LL1 0.000 -0.027 -0.107 0.110
3:LL2 0.000 -0.019 -0.131 0.133
4:LL3 0.000 -0.011 -0.107 0.107
5:ULS 1 0.000 -0.048 -0.174 0.180
6:ULS 2 0.000 -0.035 -0.213 0.216
7:ULS 3 0.000 -0.021 -0.174 0.175
8:SLS 1 0.000 -0.030 -0.109 0.113
9:SLS 2 0.000 -0.022 -0.134 0.135
10:SLS 3 0.000 -0.014 -0.109 0.110
2 1 1:DL 0.000 -0.003 -0.002 0.004
2:LL1 0.000 -0.027 -0.107 0.110
3:LL2 0.000 -0.019 -0.131 0.133
4:LL3 0.000 -0.011 -0.107 0.107
5:ULS 1 0.000 -0.048 -0.174 0.180
6:ULS 2 0.000 -0.035 -0.213 0.216
7:ULS 3 0.000 -0.021 -0.174 0.175
8:SLS 1 0.000 -0.030 -0.109 0.113
9:SLS 2 0.000 -0.022 -0.134 0.135
10:SLS 3 0.000 -0.014 -0.109 0.110
2 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
69
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 69 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Displacements Cont...Beam Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
3 1 1:DL 0.000 -0.003 -0.002 0.004
2:LL1 0.000 -0.027 -0.107 0.110
3:LL2 0.000 -0.019 -0.131 0.133
4:LL3 0.000 -0.011 -0.107 0.107
5:ULS 1 0.000 -0.048 -0.174 0.180
6:ULS 2 0.000 -0.035 -0.213 0.216
7:ULS 3 0.000 -0.021 -0.174 0.175
8:SLS 1 0.000 -0.030 -0.109 0.113
9:SLS 2 0.000 -0.022 -0.134 0.135
10:SLS 3 0.000 -0.014 -0.109 0.110
5 1:DL 0.000 -0.002 -0.022 0.022
2:LL1 0.000 -0.030 0.141 0.144
3:LL2 0.000 -0.021 -1.248 1.248
4:LL3 0.000 -0.012 -2.168 2.168
5:ULS 1 0.000 -0.051 0.194 0.201
6:ULS 2 0.000 -0.037 -2.027 2.027
7:ULS 3 0.000 -0.022 -3.499 3.499
8:SLS 1 0.000 -0.032 0.119 0.123
9:SLS 2 0.000 -0.023 -1.270 1.270
10:SLS 3 0.000 -0.014 -2.189 2.189
4 5 1:DL 0.000 -0.002 -0.022 0.022
2:LL1 0.000 -0.030 0.141 0.144
3:LL2 0.000 -0.021 -1.248 1.248
4:LL3 0.000 -0.012 -2.168 2.168
5:ULS 1 0.000 -0.051 0.194 0.201
6:ULS 2 0.000 -0.037 -2.027 2.027
7:ULS 3 0.000 -0.022 -3.499 3.499
8:SLS 1 0.000 -0.032 0.119 0.123
9:SLS 2 0.000 -0.023 -1.270 1.270
10:SLS 3 0.000 -0.014 -2.189 2.189
4 1:DL 0.000 -0.003 0.000 0.003
2:LL1 0.000 -0.046 1.542 1.542
3:LL2 0.000 -0.032 0.003 0.032
4:LL3 0.000 -0.018 -1.536 1.536
5:ULS 1 0.000 -0.077 2.467 2.468
6:ULS 2 0.000 -0.054 0.006 0.055
7:ULS 3 0.000 -0.032 -2.457 2.458
8:SLS 1 0.000 -0.048 1.542 1.542
9:SLS 2 0.000 -0.034 0.003 0.034
10:SLS 3 0.000 -0.021 -1.536 1.536
5 5 1:DL 0.000 -0.002 -0.022 0.022
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
70
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 70 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Displacements Cont...Beam Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
2:LL1 0.000 -0.030 0.141 0.144
3:LL2 0.000 -0.021 -1.248 1.248
4:LL3 0.000 -0.012 -2.168 2.168
5:ULS 1 0.000 -0.051 0.194 0.201
6:ULS 2 0.000 -0.037 -2.027 2.027
7:ULS 3 0.000 -0.022 -3.499 3.499
8:SLS 1 0.000 -0.032 0.119 0.123
9:SLS 2 0.000 -0.023 -1.270 1.270
10:SLS 3 0.000 -0.014 -2.189 2.189
3 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
6 5 1:DL 0.000 -0.002 -0.022 0.022
2:LL1 0.000 -0.030 0.141 0.144
3:LL2 0.000 -0.021 -1.248 1.248
4:LL3 0.000 -0.012 -2.168 2.168
5:ULS 1 0.000 -0.051 0.194 0.201
6:ULS 2 0.000 -0.037 -2.027 2.027
7:ULS 3 0.000 -0.022 -3.499 3.499
8:SLS 1 0.000 -0.032 0.119 0.123
9:SLS 2 0.000 -0.023 -1.270 1.270
10:SLS 3 0.000 -0.014 -2.189 2.189
2 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
7 8 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
71
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 71 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Displacements Cont...Beam Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
6 1:DL 0.000 -0.003 0.002 0.004
2:LL1 0.000 -0.011 0.107 0.107
3:LL2 0.000 -0.019 0.131 0.133
4:LL3 0.000 -0.027 0.107 0.110
5:ULS 1 0.000 -0.021 0.174 0.175
6:ULS 2 0.000 -0.035 0.213 0.216
7:ULS 3 0.000 -0.048 0.174 0.180
8:SLS 1 0.000 -0.014 0.109 0.110
9:SLS 2 0.000 -0.022 0.134 0.136
10:SLS 3 0.000 -0.030 0.109 0.113
8 6 1:DL 0.000 -0.003 0.002 0.004
2:LL1 0.000 -0.011 0.107 0.107
3:LL2 0.000 -0.019 0.131 0.133
4:LL3 0.000 -0.027 0.107 0.110
5:ULS 1 0.000 -0.021 0.174 0.175
6:ULS 2 0.000 -0.035 0.213 0.216
7:ULS 3 0.000 -0.048 0.174 0.180
8:SLS 1 0.000 -0.014 0.109 0.110
9:SLS 2 0.000 -0.022 0.134 0.136
10:SLS 3 0.000 -0.030 0.109 0.113
7 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
9 6 1:DL 0.000 -0.003 0.002 0.004
2:LL1 0.000 -0.011 0.107 0.107
3:LL2 0.000 -0.019 0.131 0.133
4:LL3 0.000 -0.027 0.107 0.110
5:ULS 1 0.000 -0.021 0.174 0.175
6:ULS 2 0.000 -0.035 0.213 0.216
7:ULS 3 0.000 -0.048 0.174 0.180
8:SLS 1 0.000 -0.014 0.109 0.110
9:SLS 2 0.000 -0.022 0.134 0.136
10:SLS 3 0.000 -0.030 0.109 0.113
10 1:DL 0.000 -0.002 0.022 0.022
2:LL1 0.000 -0.012 2.168 2.168
3:LL2 0.000 -0.021 1.248 1.248
4:LL3 0.000 -0.030 -0.140 0.144
5:ULS 1 0.000 -0.022 3.499 3.499
6:ULS 2 0.000 -0.037 2.027 2.027
7:ULS 3 0.000 -0.051 -0.194 0.201
8:SLS 1 0.000 -0.014 2.189 2.189
9:SLS 2 0.000 -0.023 1.270 1.270
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
72
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 72 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Displacements Cont...Beam Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
10:SLS 3 0.000 -0.032 -0.119 0.123
10 10 1:DL 0.000 -0.002 0.022 0.022
2:LL1 0.000 -0.012 2.168 2.168
3:LL2 0.000 -0.021 1.248 1.248
4:LL3 0.000 -0.030 -0.140 0.144
5:ULS 1 0.000 -0.022 3.499 3.499
6:ULS 2 0.000 -0.037 2.027 2.027
7:ULS 3 0.000 -0.051 -0.194 0.201
8:SLS 1 0.000 -0.014 2.189 2.189
9:SLS 2 0.000 -0.023 1.270 1.270
10:SLS 3 0.000 -0.032 -0.119 0.123
9 1:DL 0.000 -0.003 0.000 0.003
2:LL1 0.000 -0.018 1.536 1.536
3:LL2 0.000 -0.032 -0.003 0.032
4:LL3 0.000 -0.046 -1.542 1.542
5:ULS 1 0.000 -0.032 2.457 2.458
6:ULS 2 0.000 -0.054 -0.006 0.055
7:ULS 3 0.000 -0.077 -2.467 2.468
8:SLS 1 0.000 -0.021 1.536 1.536
9:SLS 2 0.000 -0.034 -0.003 0.034
10:SLS 3 0.000 -0.048 -1.542 1.542
11 10 1:DL 0.000 -0.002 0.022 0.022
2:LL1 0.000 -0.012 2.168 2.168
3:LL2 0.000 -0.021 1.248 1.248
4:LL3 0.000 -0.030 -0.140 0.144
5:ULS 1 0.000 -0.022 3.499 3.499
6:ULS 2 0.000 -0.037 2.027 2.027
7:ULS 3 0.000 -0.051 -0.194 0.201
8:SLS 1 0.000 -0.014 2.189 2.189
9:SLS 2 0.000 -0.023 1.270 1.270
10:SLS 3 0.000 -0.032 -0.119 0.123
8 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
12 10 1:DL 0.000 -0.002 0.022 0.022
2:LL1 0.000 -0.012 2.168 2.168
3:LL2 0.000 -0.021 1.248 1.248
4:LL3 0.000 -0.030 -0.140 0.144
5:ULS 1 0.000 -0.022 3.499 3.499
6:ULS 2 0.000 -0.037 2.027 2.027
7:ULS 3 0.000 -0.051 -0.194 0.201
8:SLS 1 0.000 -0.014 2.189 2.189
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
73
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 73 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Displacements Cont...Beam Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
9:SLS 2 0.000 -0.023 1.270 1.270
10:SLS 3 0.000 -0.032 -0.119 0.123
7 1:DL 0.000 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000 0.000
13 4 1:DL 0.000 -0.003 0.000 0.003
2:LL1 0.000 -0.046 1.542 1.542
3:LL2 0.000 -0.032 0.003 0.032
4:LL3 0.000 -0.018 -1.536 1.536
5:ULS 1 0.000 -0.077 2.467 2.468
6:ULS 2 0.000 -0.054 0.006 0.055
7:ULS 3 0.000 -0.032 -2.457 2.458
8:SLS 1 0.000 -0.048 1.542 1.542
9:SLS 2 0.000 -0.034 0.003 0.034
10:SLS 3 0.000 -0.021 -1.536 1.536
9 1:DL 0.000 -0.003 0.000 0.003
2:LL1 0.000 -0.018 1.536 1.536
3:LL2 0.000 -0.032 -0.003 0.032
4:LL3 0.000 -0.046 -1.542 1.542
5:ULS 1 0.000 -0.032 2.457 2.458
6:ULS 2 0.000 -0.054 -0.006 0.055
7:ULS 3 0.000 -0.077 -2.467 2.468
8:SLS 1 0.000 -0.021 1.536 1.536
9:SLS 2 0.000 -0.034 -0.003 0.034
10:SLS 3 0.000 -0.048 -1.542 1.542
Beam End Displacement SummaryDisplacements shown in italic indicate the presence of an offset
Beam Node L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
Max X 1 3 1:DL 0.000 0.000 0.000 0.000
Min X 1 3 1:DL 0.000 0.000 0.000 0.000
Max Y 1 3 1:DL 0.000 0.000 0.000 0.000
Min Y 4 4 5:ULS 1 0.000 -0.077 2.467 2.468
Max Z 9 10 5:ULS 1 0.000 -0.022 3.499 3.499
Min Z 3 5 7:ULS 3 0.000 -0.022 -3.499 3.499
Max Rst 3 5 7:ULS 3 0.000 -0.022 -3.499 3.499
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
74
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 74 of 177STAAD.Pro for Windows 20.07.04.12
Beam End ForcesSign convention is as the action of the joint on the beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1 3 1:DL 0.000 0.088 0.004 -0.000 0.000 0.002
2:LL1 0.000 0.465 0.171 -0.000 0.001 0.092
3:LL2 0.000 0.325 0.211 -0.000 0.002 0.064
4:LL3 0.000 0.184 0.171 -0.000 0.001 0.036
5:ULS 1 0.000 0.868 0.279 -0.000 0.002 0.150
6:ULS 2 0.000 0.642 0.343 -0.000 0.003 0.106
7:ULS 3 0.000 0.417 0.279 -0.000 0.002 0.061
8:SLS 1 0.000 0.553 0.175 -0.000 0.002 0.094
9:SLS 2 0.000 0.412 0.215 -0.000 0.002 0.066
10:SLS 3 0.000 0.272 0.175 -0.000 0.002 0.039
1 1:DL 0.000 0.044 -0.004 0.000 -0.003 0.014
2:LL1 0.000 -0.465 -0.171 0.000 -0.130 0.257
3:LL2 0.000 -0.325 -0.211 0.000 -0.160 0.179
4:LL3 0.000 -0.184 -0.171 0.000 -0.130 0.102
5:ULS 1 0.000 -0.684 -0.279 0.000 -0.212 0.431
6:ULS 2 0.000 -0.458 -0.343 0.000 -0.260 0.307
7:ULS 3 0.000 -0.233 -0.279 0.000 -0.212 0.183
8:SLS 1 0.000 -0.422 -0.175 0.000 -0.133 0.271
9:SLS 2 0.000 -0.281 -0.215 0.000 -0.163 0.194
10:SLS 3 0.000 -0.140 -0.175 0.000 -0.133 0.116
2 1 1:DL 0.000 0.044 -0.004 0.000 0.003 -0.014
2:LL1 0.000 -0.465 -0.171 0.000 0.130 -0.257
3:LL2 0.000 -0.325 -0.211 0.000 0.160 -0.179
4:LL3 0.000 -0.184 -0.171 0.000 0.130 -0.102
5:ULS 1 0.000 -0.684 -0.279 0.000 0.212 -0.431
6:ULS 2 0.000 -0.458 -0.343 0.000 0.260 -0.307
7:ULS 3 0.000 -0.233 -0.279 0.000 0.212 -0.183
8:SLS 1 0.000 -0.422 -0.175 0.000 0.133 -0.271
9:SLS 2 0.000 -0.281 -0.215 0.000 0.163 -0.194
10:SLS 3 0.000 -0.140 -0.175 0.000 0.133 -0.116
2 1:DL 0.000 0.088 0.004 -0.000 -0.000 -0.002
2:LL1 0.000 0.465 0.171 -0.000 -0.001 -0.092
3:LL2 0.000 0.325 0.211 -0.000 -0.002 -0.064
4:LL3 0.000 0.184 0.171 -0.000 -0.001 -0.036
5:ULS 1 0.000 0.868 0.279 -0.000 -0.002 -0.150
6:ULS 2 0.000 0.642 0.343 -0.000 -0.003 -0.106
7:ULS 3 0.000 0.417 0.279 -0.000 -0.002 -0.061
8:SLS 1 0.000 0.553 0.175 -0.000 -0.002 -0.094
9:SLS 2 0.000 0.412 0.215 -0.000 -0.002 -0.066
10:SLS 3 0.000 0.272 0.175 -0.000 -0.002 -0.039
3 1 1:DL -0.087 0.000 0.007 -0.000 0.000 0.000
2:LL1 0.931 0.000 0.343 0.000 0.000 0.000
3:LL2 0.649 -0.000 0.422 -0.000 0.000 -0.000
4:LL3 0.368 0.000 0.343 -0.000 0.000 0.000
5:ULS 1 1.367 0.000 0.559 0.000 0.000 0.000
6:ULS 2 0.917 -0.000 0.685 -0.000 0.000 -0.000
7:ULS 3 0.467 0.000 0.559 -0.000 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
75
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 75 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
8:SLS 1 0.844 0.000 0.350 0.000 0.000 0.000
9:SLS 2 0.562 -0.000 0.429 -0.000 0.000 -0.000
10:SLS 3 0.281 0.000 0.350 -0.000 0.000 0.000
5 1:DL 0.350 -0.000 -0.007 0.000 -0.011 0.000
2:LL1 -0.931 -0.000 -0.343 -0.000 -0.514 0.000
3:LL2 -0.649 0.000 -0.422 0.000 -0.633 -0.000
4:LL3 -0.368 0.000 -0.343 0.000 -0.514 0.000
5:ULS 1 -0.999 -0.000 -0.559 -0.000 -0.838 0.000
6:ULS 2 -0.549 0.000 -0.685 0.000 -1.028 -0.000
7:ULS 3 -0.099 -0.000 -0.559 0.000 -0.838 0.000
8:SLS 1 -0.581 -0.000 -0.350 -0.000 -0.525 0.000
9:SLS 2 -0.299 0.000 -0.429 0.000 -0.644 -0.000
10:SLS 3 -0.018 -0.000 -0.350 0.000 -0.525 0.000
4 5 1:DL 0.350 0.000 0.019 0.000 0.028 0.000
2:LL1 14.333 -0.000 0.866 -0.000 1.299 -0.000
3:LL2 10.000 0.000 1.067 0.000 1.600 0.000
4:LL3 5.667 0.000 0.866 0.000 1.299 0.000
5:ULS 1 23.424 -0.000 1.412 -0.000 2.118 0.000
6:ULS 2 16.490 0.000 1.733 0.000 2.599 0.000
7:ULS 3 9.557 0.000 1.412 0.000 2.118 0.000
8:SLS 1 14.684 -0.000 0.885 -0.000 1.327 0.000
9:SLS 2 10.350 0.000 1.085 0.000 1.628 0.000
10:SLS 3 6.017 0.000 0.885 0.000 1.327 0.000
4 1:DL -0.263 -0.000 -0.019 -0.000 -0.037 0.000
2:LL1 -14.333 0.000 -0.866 0.000 -1.733 -0.000
3:LL2 -10.000 -0.000 -1.067 -0.000 -2.133 0.000
4:LL3 -5.667 -0.000 -0.866 -0.000 -1.733 0.000
5:ULS 1 -23.301 0.000 -1.412 0.000 -2.825 -0.000
6:ULS 2 -16.368 -0.000 -1.733 -0.000 -3.465 0.000
7:ULS 3 -9.434 -0.000 -1.412 -0.000 -2.825 0.000
8:SLS 1 -14.596 0.000 -0.885 0.000 -1.770 -0.000
9:SLS 2 -10.263 -0.000 -1.085 -0.000 -2.171 0.000
10:SLS 3 -5.929 -0.000 -0.885 -0.000 -1.770 0.000
5 5 1:DL 0.433 0.082 0.006 -0.000 -0.009 0.026
2:LL1 7.525 0.066 0.262 -0.001 -0.438 0.018
3:LL2 5.250 0.046 0.322 -0.002 -0.540 0.013
4:LL3 2.975 0.026 0.262 -0.001 -0.438 0.007
5:ULS 1 12.646 0.221 0.427 -0.002 -0.715 0.066
6:ULS 2 9.006 0.189 0.524 -0.003 -0.877 0.057
7:ULS 3 5.366 0.157 0.427 -0.002 -0.715 0.048
8:SLS 1 7.958 0.148 0.267 -0.001 -0.448 0.044
9:SLS 2 5.683 0.128 0.328 -0.002 -0.549 0.039
10:SLS 3 3.408 0.108 0.267 -0.001 -0.448 0.033
3 1:DL -0.695 0.049 -0.006 0.000 -0.000 0.002
2:LL1 -7.525 -0.066 -0.262 0.001 -0.001 0.092
3:LL2 -5.250 -0.046 -0.322 0.002 -0.001 0.064
4:LL3 -2.975 -0.026 -0.262 0.001 -0.001 0.036
5:ULS 1 -13.014 -0.037 -0.427 0.002 -0.001 0.150
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
76
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 76 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
6:ULS 2 -9.374 -0.005 -0.524 0.003 -0.001 0.106
7:ULS 3 -5.734 0.027 -0.427 0.002 -0.001 0.061
8:SLS 1 -8.221 -0.017 -0.267 0.001 -0.001 0.094
9:SLS 2 -5.945 0.003 -0.328 0.002 -0.001 0.066
10:SLS 3 -3.670 0.023 -0.267 0.001 -0.001 0.039
6 5 1:DL 0.433 0.082 -0.006 0.000 0.009 0.026
2:LL1 7.525 0.066 -0.262 0.001 0.438 0.018
3:LL2 5.250 0.046 -0.322 0.002 0.540 0.013
4:LL3 2.975 0.026 -0.262 0.001 0.438 0.007
5:ULS 1 12.646 0.221 -0.427 0.002 0.715 0.066
6:ULS 2 9.006 0.189 -0.524 0.003 0.877 0.057
7:ULS 3 5.366 0.157 -0.427 0.002 0.715 0.048
8:SLS 1 7.958 0.148 -0.267 0.001 0.448 0.044
9:SLS 2 5.683 0.128 -0.328 0.002 0.549 0.039
10:SLS 3 3.408 0.108 -0.267 0.001 0.448 0.033
2 1:DL -0.695 0.049 0.006 -0.000 0.000 0.002
2:LL1 -7.525 -0.066 0.262 -0.001 0.001 0.092
3:LL2 -5.250 -0.046 0.322 -0.002 0.001 0.064
4:LL3 -2.975 -0.026 0.262 -0.001 0.001 0.036
5:ULS 1 -13.014 -0.037 0.427 -0.002 0.001 0.150
6:ULS 2 -9.374 -0.005 0.524 -0.003 0.001 0.106
7:ULS 3 -5.734 0.027 0.427 -0.002 0.001 0.061
8:SLS 1 -8.221 -0.017 0.267 -0.001 0.001 0.094
9:SLS 2 -5.945 0.003 0.328 -0.002 0.001 0.066
10:SLS 3 -3.670 0.023 0.267 -0.001 0.001 0.039
7 8 1:DL 0.000 0.088 -0.004 0.000 -0.000 0.002
2:LL1 -0.000 0.184 -0.171 0.000 -0.001 0.036
3:LL2 0.000 0.325 -0.211 0.000 -0.002 0.064
4:LL3 0.000 0.465 -0.171 0.000 -0.001 0.092
5:ULS 1 0.000 0.417 -0.279 0.000 -0.002 0.061
6:ULS 2 0.000 0.642 -0.343 0.000 -0.003 0.106
7:ULS 3 0.000 0.868 -0.279 0.000 -0.002 0.150
8:SLS 1 0.000 0.272 -0.175 0.000 -0.002 0.039
9:SLS 2 0.000 0.412 -0.215 0.000 -0.002 0.066
10:SLS 3 0.000 0.553 -0.175 0.000 -0.002 0.094
6 1:DL -0.000 0.044 0.004 -0.000 0.003 0.014
2:LL1 0.000 -0.184 0.171 -0.000 0.130 0.102
3:LL2 -0.000 -0.325 0.211 -0.000 0.160 0.179
4:LL3 -0.000 -0.465 0.171 -0.000 0.130 0.257
5:ULS 1 -0.000 -0.233 0.279 -0.000 0.212 0.183
6:ULS 2 -0.000 -0.458 0.343 -0.000 0.260 0.307
7:ULS 3 -0.000 -0.684 0.279 -0.000 0.212 0.431
8:SLS 1 -0.000 -0.140 0.175 -0.000 0.133 0.116
9:SLS 2 -0.000 -0.281 0.215 -0.000 0.163 0.194
10:SLS 3 -0.000 -0.422 0.175 -0.000 0.133 0.271
8 6 1:DL -0.000 0.044 0.004 -0.000 -0.003 -0.014
2:LL1 0.000 -0.184 0.171 -0.000 -0.130 -0.102
3:LL2 -0.000 -0.325 0.211 -0.000 -0.160 -0.179
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
77
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 77 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
4:LL3 -0.000 -0.465 0.171 -0.000 -0.130 -0.257
5:ULS 1 -0.000 -0.233 0.279 -0.000 -0.212 -0.183
6:ULS 2 -0.000 -0.458 0.343 -0.000 -0.260 -0.307
7:ULS 3 -0.000 -0.684 0.279 -0.000 -0.212 -0.431
8:SLS 1 -0.000 -0.140 0.175 -0.000 -0.133 -0.116
9:SLS 2 -0.000 -0.281 0.215 -0.000 -0.163 -0.194
10:SLS 3 -0.000 -0.422 0.175 -0.000 -0.133 -0.271
7 1:DL 0.000 0.088 -0.004 0.000 0.000 -0.002
2:LL1 -0.000 0.184 -0.171 0.000 0.001 -0.036
3:LL2 0.000 0.325 -0.211 0.000 0.002 -0.064
4:LL3 0.000 0.465 -0.171 0.000 0.001 -0.092
5:ULS 1 0.000 0.417 -0.279 0.000 0.002 -0.061
6:ULS 2 0.000 0.642 -0.343 0.000 0.003 -0.106
7:ULS 3 0.000 0.868 -0.279 0.000 0.002 -0.150
8:SLS 1 0.000 0.272 -0.175 0.000 0.002 -0.039
9:SLS 2 0.000 0.412 -0.215 0.000 0.002 -0.066
10:SLS 3 0.000 0.553 -0.175 0.000 0.002 -0.094
9 6 1:DL -0.087 -0.000 -0.007 0.000 -0.000 -0.000
2:LL1 0.368 -0.000 -0.343 -0.000 -0.000 0.000
3:LL2 0.649 0.000 -0.422 -0.000 -0.000 0.000
4:LL3 0.931 -0.000 -0.343 -0.000 -0.000 -0.000
5:ULS 1 0.467 -0.000 -0.559 -0.000 -0.000 -0.000
6:ULS 2 0.917 -0.000 -0.685 -0.000 -0.000 -0.000
7:ULS 3 1.367 -0.000 -0.559 -0.000 -0.000 -0.000
8:SLS 1 0.281 -0.000 -0.350 -0.000 -0.000 -0.000
9:SLS 2 0.562 -0.000 -0.429 -0.000 -0.000 -0.000
10:SLS 3 0.844 -0.000 -0.350 -0.000 -0.000 -0.000
10 1:DL 0.350 0.000 0.007 -0.000 0.011 -0.000
2:LL1 -0.368 0.000 0.343 0.000 0.514 -0.000
3:LL2 -0.649 -0.000 0.422 0.000 0.633 -0.000
4:LL3 -0.931 0.000 0.343 0.000 0.514 -0.000
5:ULS 1 -0.099 0.000 0.559 0.000 0.838 -0.000
6:ULS 2 -0.549 0.000 0.685 0.000 1.028 -0.000
7:ULS 3 -0.999 0.000 0.559 0.000 0.838 -0.000
8:SLS 1 -0.018 0.000 0.350 0.000 0.525 -0.000
9:SLS 2 -0.299 0.000 0.429 0.000 0.644 -0.000
10:SLS 3 -0.581 0.000 0.350 0.000 0.525 -0.000
10 10 1:DL 0.350 -0.000 -0.019 0.000 -0.028 -0.000
2:LL1 5.667 -0.000 -0.866 0.000 -1.299 -0.000
3:LL2 10.000 -0.000 -1.067 0.000 -1.600 -0.000
4:LL3 14.333 0.000 -0.866 0.000 -1.299 0.000
5:ULS 1 9.557 -0.000 -1.412 0.000 -2.118 -0.000
6:ULS 2 16.490 -0.000 -1.733 0.000 -2.599 -0.000
7:ULS 3 23.424 0.000 -1.412 0.000 -2.118 -0.000
8:SLS 1 6.017 -0.000 -0.885 0.000 -1.327 -0.000
9:SLS 2 10.350 -0.000 -1.085 0.000 -1.628 -0.000
10:SLS 3 14.684 -0.000 -0.885 0.000 -1.327 -0.000
9 1:DL -0.263 0.000 0.019 -0.000 0.037 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
78
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 78 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
2:LL1 -5.667 0.000 0.866 -0.000 1.733 -0.000
3:LL2 -10.000 0.000 1.067 -0.000 2.133 -0.000
4:LL3 -14.333 -0.000 0.866 -0.000 1.733 -0.000
5:ULS 1 -9.434 0.000 1.412 -0.000 2.825 -0.000
6:ULS 2 -16.368 0.000 1.733 -0.000 3.465 -0.000
7:ULS 3 -23.301 -0.000 1.412 -0.000 2.825 0.000
8:SLS 1 -5.929 0.000 0.885 -0.000 1.770 -0.000
9:SLS 2 -10.263 0.000 1.085 -0.000 2.171 -0.000
10:SLS 3 -14.596 0.000 0.885 -0.000 1.770 0.000
11 10 1:DL 0.433 0.082 -0.006 0.000 0.009 0.026
2:LL1 2.975 0.026 -0.262 0.001 0.438 0.007
3:LL2 5.250 0.046 -0.322 0.002 0.540 0.013
4:LL3 7.525 0.066 -0.262 0.001 0.438 0.018
5:ULS 1 5.366 0.157 -0.427 0.002 0.715 0.048
6:ULS 2 9.006 0.189 -0.524 0.003 0.877 0.057
7:ULS 3 12.646 0.221 -0.427 0.002 0.715 0.066
8:SLS 1 3.408 0.108 -0.267 0.001 0.448 0.033
9:SLS 2 5.683 0.128 -0.328 0.002 0.549 0.039
10:SLS 3 7.958 0.148 -0.267 0.001 0.448 0.044
8 1:DL -0.695 0.049 0.006 -0.000 0.000 0.002
2:LL1 -2.975 -0.026 0.262 -0.001 0.001 0.036
3:LL2 -5.250 -0.046 0.322 -0.002 0.001 0.064
4:LL3 -7.525 -0.066 0.262 -0.001 0.001 0.092
5:ULS 1 -5.734 0.027 0.427 -0.002 0.001 0.061
6:ULS 2 -9.374 -0.005 0.524 -0.003 0.001 0.106
7:ULS 3 -13.014 -0.037 0.427 -0.002 0.001 0.150
8:SLS 1 -3.670 0.023 0.267 -0.001 0.001 0.039
9:SLS 2 -5.945 0.003 0.328 -0.002 0.001 0.066
10:SLS 3 -8.221 -0.017 0.267 -0.001 0.001 0.094
12 10 1:DL 0.433 0.082 0.006 -0.000 -0.009 0.026
2:LL1 2.975 0.026 0.262 -0.001 -0.438 0.007
3:LL2 5.250 0.046 0.322 -0.002 -0.540 0.013
4:LL3 7.525 0.066 0.262 -0.001 -0.438 0.018
5:ULS 1 5.366 0.157 0.427 -0.002 -0.715 0.048
6:ULS 2 9.006 0.189 0.524 -0.003 -0.877 0.057
7:ULS 3 12.646 0.221 0.427 -0.002 -0.715 0.066
8:SLS 1 3.408 0.108 0.267 -0.001 -0.448 0.033
9:SLS 2 5.683 0.128 0.328 -0.002 -0.549 0.039
10:SLS 3 7.958 0.148 0.267 -0.001 -0.448 0.044
7 1:DL -0.695 0.049 -0.006 0.000 -0.000 0.002
2:LL1 -2.975 -0.026 -0.262 0.001 -0.001 0.036
3:LL2 -5.250 -0.046 -0.322 0.002 -0.001 0.064
4:LL3 -7.525 -0.066 -0.262 0.001 -0.001 0.092
5:ULS 1 -5.734 0.027 -0.427 0.002 -0.001 0.061
6:ULS 2 -9.374 -0.005 -0.524 0.003 -0.001 0.106
7:ULS 3 -13.014 -0.037 -0.427 0.002 -0.001 0.150
8:SLS 1 -3.670 0.023 -0.267 0.001 -0.001 0.039
9:SLS 2 -5.945 0.003 -0.328 0.002 -0.001 0.066
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
79
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 79 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont... Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
10:SLS 3 -8.221 -0.017 -0.267 0.001 -0.001 0.094
13 4 1:DL 0.019 0.263 -0.000 -0.000 0.000 0.037
2:LL1 0.866 14.333 -0.000 0.000 0.000 1.733
3:LL2 1.067 10.000 -0.000 0.000 0.000 2.133
4:LL3 0.866 5.667 -0.000 0.000 0.000 1.733
5:ULS 1 1.412 23.301 -0.000 0.000 0.000 2.825
6:ULS 2 1.733 16.368 -0.000 0.000 0.000 3.465
7:ULS 3 1.412 9.434 -0.000 0.000 0.000 2.825
8:SLS 1 0.885 14.596 -0.000 0.000 0.000 1.770
9:SLS 2 1.085 10.263 -0.000 0.000 0.000 2.171
10:SLS 3 0.885 5.929 -0.000 0.000 0.000 1.770
9 1:DL -0.019 0.263 0.000 0.000 -0.000 -0.037
2:LL1 -0.866 5.667 0.000 -0.000 0.000 -1.733
3:LL2 -1.067 10.000 0.000 -0.000 0.000 -2.133
4:LL3 -0.866 14.333 0.000 -0.000 0.000 -1.733
5:ULS 1 -1.412 9.434 0.000 -0.000 0.000 -2.825
6:ULS 2 -1.733 16.368 0.000 -0.000 0.000 -3.465
7:ULS 3 -1.412 23.301 0.000 -0.000 0.000 -2.825
8:SLS 1 -0.885 5.929 0.000 -0.000 0.000 -1.770
9:SLS 2 -1.085 10.263 0.000 -0.000 0.000 -2.171
10:SLS 3 -0.885 14.596 0.000 -0.000 0.000 -1.770
Beam End Force SummaryThe signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
Max Fx 10 10 7:ULS 3 23.424 0.000 -1.412 0.000 -2.118 -0.000
Min Fx 3 5 1:DL -0.350 0.000 0.007 -0.000 0.011 -0.000
Max Fy 13 4 5:ULS 1 1.412 23.301 -0.000 0.000 0.000 2.825
Min Fy 13 9 7:ULS 3 1.412 -23.301 -0.000 0.000 -0.000 2.825
Max Fz 4 5 6:ULS 2 16.490 0.000 1.733 0.000 2.599 0.000
Min Fz 10 10 6:ULS 2 16.490 -0.000 -1.733 0.000 -2.599 -0.000
Max Mx 6 5 6:ULS 2 9.006 0.189 -0.524 0.003 0.877 0.057
Min Mx 5 5 6:ULS 2 9.006 0.189 0.524 -0.003 -0.877 0.057
Max My 4 4 6:ULS 2 16.368 0.000 1.733 0.000 3.465 -0.000
Min My 10 9 6:ULS 2 16.368 -0.000 -1.733 0.000 -3.465 0.000
Max Mz 13 4 6:ULS 2 1.733 16.368 -0.000 0.000 0.000 3.465
Min Mz 7 6 7:ULS 3 0.000 0.684 -0.279 0.000 -0.212 -0.431
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
80
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 80 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces EnvelopeSign convention is as the action of the joint on the beam.
Beam Node Envelope Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1 3 +ve 0.000 0.553 0.215 0.000 0.002 0.094
- 8:SLS 1 9:SLS 2 - 9:SLS 2 8:SLS 1
0.000 0.000 0.000 -0.000 0.000 0.000
- - - 9:SLS 2 - -
1 -ve 0.000 0.422 0.215 0.000 0.163 0.000
- 8:SLS 1 9:SLS 2 - 9:SLS 2 -
0.000 0.000 0.000 -0.000 0.000 -0.271
- - - 9:SLS 2 - 8:SLS 1
2 1 +ve 0.000 0.000 0.000 0.000 0.163 0.000
- - - 9:SLS 2 9:SLS 2 -
0.000 -0.422 -0.215 0.000 0.000 -0.271
- 8:SLS 1 9:SLS 2 - - 8:SLS 1
2 -ve 0.000 0.000 0.000 0.000 0.002 0.094
- - - 9:SLS 2 9:SLS 2 8:SLS 1
0.000 -0.553 -0.215 0.000 0.000 0.000
- 8:SLS 1 9:SLS 2 - - -
3 1 +ve 0.844 0.000 0.429 0.000 0.000 0.000
8:SLS 1 8:SLS 1 9:SLS 2 8:SLS 1 9:SLS 2 8:SLS 1
0.000 -0.000 0.000 -0.000 0.000 -0.000
- 9:SLS 2 - 10:SLS 3 - 9:SLS 2
5 -ve 0.581 0.000 0.429 0.000 0.644 0.000
8:SLS 1 8:SLS 1 9:SLS 2 8:SLS 1 9:SLS 2 9:SLS 2
0.000 -0.000 0.000 -0.000 0.000 -0.000
- 9:SLS 2 - 10:SLS 3 - 8:SLS 1
4 5 +ve 14.684 0.000 1.085 0.000 1.628 0.000
8:SLS 1 10:SLS 3 9:SLS 2 10:SLS 3 9:SLS 2 10:SLS 3
0.000 -0.000 0.000 -0.000 0.000 0.000
- 8:SLS 1 - 8:SLS 1 - -
4 -ve 14.596 0.000 1.085 0.000 2.171 0.000
8:SLS 1 10:SLS 3 9:SLS 2 10:SLS 3 9:SLS 2 8:SLS 1
0.000 -0.000 0.000 -0.000 0.000 -0.000
- 8:SLS 1 - 8:SLS 1 - 10:SLS 3
5 5 +ve 7.958 0.148 0.328 0.000 0.000 0.044
8:SLS 1 8:SLS 1 9:SLS 2 - - 8:SLS 1
0.000 0.000 0.000 -0.002 -0.549 0.000
- - - 9:SLS 2 9:SLS 2 -
3 -ve 8.221 0.017 0.328 0.000 0.001 0.000
8:SLS 1 8:SLS 1 9:SLS 2 - 9:SLS 2 -
0.000 -0.023 0.000 -0.002 0.000 -0.094
- 10:SLS 3 - 9:SLS 2 - 8:SLS 1
6 5 +ve 7.958 0.148 0.000 0.002 0.549 0.044
8:SLS 1 8:SLS 1 - 9:SLS 2 9:SLS 2 8:SLS 1
0.000 0.000 -0.328 0.000 0.000 0.000
- - 9:SLS 2 - - -
2 -ve 8.221 0.017 0.000 0.002 0.000 0.000
8:SLS 1 8:SLS 1 - 9:SLS 2 - -
0.000 -0.023 -0.328 0.000 -0.001 -0.094
- 10:SLS 3 9:SLS 2 - 9:SLS 2 8:SLS 1
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
81
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 81 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces Envelope Cont...Beam Node Envelope Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
6 5 +ve 7.958 0.148 0.000 0.002 0.549 0.044
8:SLS 1 8:SLS 1 - 9:SLS 2 9:SLS 2 8:SLS 1
0.000 0.000 -0.328 0.000 0.000 0.000
- - 9:SLS 2 - - -
2 -ve 8.221 0.017 0.000 0.002 0.000 0.000
8:SLS 1 8:SLS 1 - 9:SLS 2 - -
0.000 -0.023 -0.328 0.000 -0.001 -0.094
- 10:SLS 3 9:SLS 2 - 9:SLS 2 8:SLS 1
7 8 +ve 0.000 0.553 0.000 0.000 0.000 0.094
10:SLS 3 10:SLS 3 - 9:SLS 2 - 10:SLS 3
0.000 0.000 -0.215 0.000 -0.002 0.000
- - 9:SLS 2 - 9:SLS 2 -
6 -ve 0.000 0.422 0.000 0.000 0.000 0.000
10:SLS 3 10:SLS 3 - 9:SLS 2 - -
0.000 0.000 -0.215 0.000 -0.163 -0.271
- - 9:SLS 2 - 9:SLS 2 10:SLS 3
8 6 +ve 0.000 0.000 0.215 0.000 0.000 0.000
- - 9:SLS 2 - - -
-0.000 -0.422 0.000 -0.000 -0.163 -0.271
10:SLS 3 10:SLS 3 - 9:SLS 2 9:SLS 2 10:SLS 3
7 -ve 0.000 0.000 0.215 0.000 0.000 0.094
- - 9:SLS 2 - - 10:SLS 3
-0.000 -0.553 0.000 -0.000 -0.002 0.000
10:SLS 3 10:SLS 3 - 9:SLS 2 9:SLS 2 -
9 6 +ve 0.844 0.000 0.000 0.000 0.000 0.000
10:SLS 3 - - - - -
0.000 -0.000 -0.429 -0.000 -0.000 -0.000
- 10:SLS 3 9:SLS 2 8:SLS 1 9:SLS 2 10:SLS 3
10 -ve 0.581 0.000 0.000 0.000 0.000 0.000
10:SLS 3 - - - - 8:SLS 1
0.000 -0.000 -0.429 -0.000 -0.644 0.000
- 10:SLS 3 9:SLS 2 8:SLS 1 9:SLS 2 -
10 10 +ve 14.684 0.000 0.000 0.000 0.000 0.000
10:SLS 3 - - 8:SLS 1 - -
0.000 -0.000 -1.085 0.000 -1.628 -0.000
- 9:SLS 2 9:SLS 2 - 9:SLS 2 9:SLS 2
9 -ve 14.596 0.000 0.000 0.000 0.000 0.000
10:SLS 3 - - 8:SLS 1 - 8:SLS 1
0.000 -0.000 -1.085 0.000 -2.171 -0.000
- 9:SLS 2 9:SLS 2 - 9:SLS 2 10:SLS 3
11 10 +ve 7.958 0.148 0.000 0.002 0.549 0.044
10:SLS 3 10:SLS 3 - 9:SLS 2 9:SLS 2 10:SLS 3
0.000 0.000 -0.328 0.000 0.000 0.000
- - 9:SLS 2 - - -
8 -ve 8.221 0.017 0.000 0.002 0.000 0.000
10:SLS 3 10:SLS 3 - 9:SLS 2 - -
0.000 -0.023 -0.328 0.000 -0.001 -0.094
- 8:SLS 1 9:SLS 2 - 9:SLS 2 10:SLS 3
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
82
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 82 of 177STAAD.Pro for Windows 20.07.04.12
Beam End Forces Envelope Cont...Beam Node Envelope Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
12 10 +ve 7.958 0.148 0.328 0.000 0.000 0.044
10:SLS 3 10:SLS 3 9:SLS 2 - - 10:SLS 3
0.000 0.000 0.000 -0.002 -0.549 0.000
- - - 9:SLS 2 9:SLS 2 -
7 -ve 8.221 0.017 0.328 0.000 0.001 0.000
10:SLS 3 10:SLS 3 9:SLS 2 - 9:SLS 2 -
0.000 -0.023 0.000 -0.002 0.000 -0.094
- 8:SLS 1 - 9:SLS 2 - 10:SLS 3
13 4 +ve 1.085 14.596 0.000 0.000 0.000 2.171
9:SLS 2 8:SLS 1 - 10:SLS 3 10:SLS 3 9:SLS 2
0.000 0.000 -0.000 0.000 0.000 0.000
- - 8:SLS 1 - - -
9 -ve 1.085 0.000 0.000 0.000 0.000 2.171
9:SLS 2 - - 10:SLS 3 - 9:SLS 2
0.000 -14.596 -0.000 0.000 -0.000 0.000
- 10:SLS 3 8:SLS 1 - 8:SLS 1 -
Beam Force DetailSign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from beam end A.
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1 1:DL 0.000 0.000 0.088 0.004 -0.000 0.000 0.002
0.075 0.000 0.075 0.004 -0.000 0.000 -0.004
0.150 0.000 0.061 0.004 -0.000 0.001 -0.009
0.225 0.000 0.048 0.004 -0.000 0.001 -0.013
0.300 0.000 0.035 0.004 -0.000 0.001 -0.016
0.375 0.000 0.022 0.004 -0.000 0.001 -0.018
0.450 0.000 0.009 0.004 -0.000 0.002 -0.020
0.525 0.000 -0.004 0.004 -0.000 0.002 -0.020
0.600 0.000 -0.017 0.004 -0.000 0.002 -0.019
0.675 0.000 -0.031 0.004 -0.000 0.003 -0.017
0.750 -0.000 -0.044 0.004 -0.000 0.003 -0.014
2:LL1 0.000 0.000 0.465 0.171 -0.000 0.001 0.092
0.075 0.000 0.465 0.171 -0.000 0.014 0.057
0.150 0.000 0.465 0.171 -0.000 0.027 0.022
0.225 0.000 0.465 0.171 -0.000 0.040 -0.013
0.300 0.000 0.465 0.171 -0.000 0.053 -0.048
0.375 0.000 0.465 0.171 -0.000 0.066 -0.083
0.450 0.000 0.465 0.171 -0.000 0.079 -0.117
0.525 0.000 0.465 0.171 -0.000 0.091 -0.152
0.600 0.000 0.465 0.171 -0.000 0.104 -0.187
0.675 0.000 0.465 0.171 -0.000 0.117 -0.222
0.750 -0.000 0.465 0.171 -0.000 0.130 -0.257
3:LL2 0.000 0.000 0.325 0.211 -0.000 0.002 0.064
0.075 0.000 0.325 0.211 -0.000 0.018 0.040
0.150 0.000 0.325 0.211 -0.000 0.033 0.015
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
83
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 83 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.150 0.000 0.325 0.211 -0.000 0.033 0.015
0.225 0.000 0.325 0.211 -0.000 0.049 -0.009
0.300 0.000 0.325 0.211 -0.000 0.065 -0.033
0.375 0.000 0.325 0.211 -0.000 0.081 -0.058
0.450 0.000 0.325 0.211 -0.000 0.097 -0.082
0.525 0.000 0.325 0.211 -0.000 0.113 -0.106
0.600 0.000 0.325 0.211 -0.000 0.128 -0.131
0.675 0.000 0.325 0.211 -0.000 0.144 -0.155
0.750 -0.000 0.325 0.211 -0.000 0.160 -0.179
4:LL3 0.000 0.000 0.184 0.171 -0.000 0.001 0.036
0.075 0.000 0.184 0.171 -0.000 0.014 0.023
0.150 0.000 0.184 0.171 -0.000 0.027 0.009
0.225 0.000 0.184 0.171 -0.000 0.040 -0.005
0.300 0.000 0.184 0.171 -0.000 0.053 -0.019
0.375 0.000 0.184 0.171 -0.000 0.066 -0.033
0.450 0.000 0.184 0.171 -0.000 0.079 -0.046
0.525 0.000 0.184 0.171 -0.000 0.091 -0.060
0.600 0.000 0.184 0.171 -0.000 0.104 -0.074
0.675 0.000 0.184 0.171 -0.000 0.117 -0.088
0.750 -0.000 0.184 0.171 -0.000 0.130 -0.102
5:ULS 1 0.000 0.000 0.868 0.279 -0.000 0.002 0.150
0.075 0.000 0.849 0.279 -0.000 0.023 0.086
0.150 0.000 0.831 0.279 -0.000 0.044 0.023
0.225 0.000 0.812 0.279 -0.000 0.065 -0.039
0.300 0.000 0.794 0.279 -0.000 0.086 -0.099
0.375 0.000 0.776 0.279 -0.000 0.107 -0.158
0.450 0.000 0.757 0.279 -0.000 0.128 -0.215
0.525 0.000 0.739 0.279 -0.000 0.149 -0.271
0.600 0.000 0.720 0.279 -0.000 0.170 -0.326
0.675 0.000 0.702 0.279 -0.000 0.191 -0.379
0.750 -0.000 0.684 0.279 -0.000 0.212 -0.431
6:ULS 2 0.000 0.000 0.642 0.343 -0.000 0.003 0.106
0.075 0.000 0.624 0.343 -0.000 0.029 0.058
0.150 0.000 0.606 0.343 -0.000 0.054 0.012
0.225 0.000 0.587 0.343 -0.000 0.080 -0.033
0.300 0.000 0.569 0.343 -0.000 0.106 -0.076
0.375 0.000 0.550 0.343 -0.000 0.131 -0.118
0.450 0.000 0.532 0.343 -0.000 0.157 -0.158
0.525 0.000 0.514 0.343 -0.000 0.183 -0.198
0.600 0.000 0.495 0.343 -0.000 0.209 -0.235
0.675 0.000 0.477 0.343 -0.000 0.234 -0.272
0.750 -0.000 0.458 0.343 -0.000 0.260 -0.307
7:ULS 3 0.000 0.000 0.417 0.279 -0.000 0.002 0.061
0.075 0.000 0.399 0.279 -0.000 0.023 0.031
0.150 0.000 0.380 0.279 -0.000 0.044 0.001
0.225 0.000 0.362 0.279 -0.000 0.065 -0.026
0.300 0.000 0.344 0.279 -0.000 0.086 -0.053
0.375 0.000 0.325 0.279 -0.000 0.107 -0.078
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
84
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 84 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.450 0.000 0.307 0.279 -0.000 0.128 -0.102
0.525 0.000 0.288 0.279 -0.000 0.149 -0.124
0.600 0.000 0.270 0.279 -0.000 0.170 -0.145
0.675 0.000 0.252 0.279 -0.000 0.191 -0.164
0.750 -0.000 0.233 0.279 -0.000 0.212 -0.183
8:SLS 1 0.000 0.000 0.553 0.175 -0.000 0.002 0.094
0.075 0.000 0.540 0.175 -0.000 0.015 0.053
0.150 0.000 0.527 0.175 -0.000 0.028 0.013
0.225 0.000 0.514 0.175 -0.000 0.041 -0.026
0.300 0.000 0.501 0.175 -0.000 0.054 -0.064
0.375 0.000 0.487 0.175 -0.000 0.067 -0.101
0.450 0.000 0.474 0.175 -0.000 0.080 -0.137
0.525 0.000 0.461 0.175 -0.000 0.093 -0.172
0.600 0.000 0.448 0.175 -0.000 0.107 -0.206
0.675 0.000 0.435 0.175 -0.000 0.120 -0.239
0.750 -0.000 0.422 0.175 -0.000 0.133 -0.271
9:SLS 2 0.000 0.000 0.412 0.215 -0.000 0.002 0.066
0.075 0.000 0.399 0.215 -0.000 0.018 0.036
0.150 0.000 0.386 0.215 -0.000 0.034 0.007
0.225 0.000 0.373 0.215 -0.000 0.050 -0.022
0.300 0.000 0.360 0.215 -0.000 0.066 -0.049
0.375 0.000 0.347 0.215 -0.000 0.082 -0.076
0.450 0.000 0.334 0.215 -0.000 0.098 -0.101
0.525 0.000 0.320 0.215 -0.000 0.115 -0.126
0.600 0.000 0.307 0.215 -0.000 0.131 -0.150
0.675 0.000 0.294 0.215 -0.000 0.147 -0.172
0.750 -0.000 0.281 0.215 -0.000 0.163 -0.194
10:SLS 3 0.000 0.000 0.272 0.175 -0.000 0.002 0.039
0.075 0.000 0.259 0.175 -0.000 0.015 0.019
0.150 0.000 0.245 0.175 -0.000 0.028 -0.000
0.225 0.000 0.232 0.175 -0.000 0.041 -0.018
0.300 0.000 0.219 0.175 -0.000 0.054 -0.035
0.375 0.000 0.206 0.175 -0.000 0.067 -0.051
0.450 0.000 0.193 0.175 -0.000 0.080 -0.066
0.525 0.000 0.180 0.175 -0.000 0.093 -0.080
0.600 0.000 0.167 0.175 -0.000 0.107 -0.093
0.675 0.000 0.153 0.175 -0.000 0.120 -0.105
0.750 -0.000 0.140 0.175 -0.000 0.133 -0.116
2 1:DL 0.000 0.000 0.044 -0.004 0.000 0.003 -0.014
0.075 0.000 0.031 -0.004 0.000 0.003 -0.017
0.150 0.000 0.017 -0.004 0.000 0.002 -0.019
0.225 0.000 0.004 -0.004 0.000 0.002 -0.020
0.300 0.000 -0.009 -0.004 0.000 0.002 -0.020
0.375 0.000 -0.022 -0.004 0.000 0.001 -0.018
0.450 0.000 -0.035 -0.004 0.000 0.001 -0.016
0.525 0.000 -0.048 -0.004 0.000 0.001 -0.013
0.600 0.000 -0.061 -0.004 0.000 0.001 -0.009
0.675 0.000 -0.075 -0.004 0.000 0.000 -0.004
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
85
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 85 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.750 -0.000 -0.088 -0.004 0.000 0.000 0.002
2:LL1 0.000 0.000 -0.465 -0.171 0.000 0.130 -0.257
0.075 0.000 -0.465 -0.171 0.000 0.117 -0.222
0.150 0.000 -0.465 -0.171 0.000 0.104 -0.187
0.225 0.000 -0.465 -0.171 0.000 0.091 -0.152
0.300 0.000 -0.465 -0.171 0.000 0.079 -0.117
0.375 0.000 -0.465 -0.171 0.000 0.066 -0.083
0.450 0.000 -0.465 -0.171 0.000 0.053 -0.048
0.525 0.000 -0.465 -0.171 0.000 0.040 -0.013
0.600 0.000 -0.465 -0.171 0.000 0.027 0.022
0.675 0.000 -0.465 -0.171 0.000 0.014 0.057
0.750 -0.000 -0.465 -0.171 0.000 0.001 0.092
3:LL2 0.000 0.000 -0.325 -0.211 0.000 0.160 -0.179
0.075 0.000 -0.325 -0.211 0.000 0.144 -0.155
0.150 0.000 -0.325 -0.211 0.000 0.128 -0.131
0.225 0.000 -0.325 -0.211 0.000 0.113 -0.106
0.300 0.000 -0.325 -0.211 0.000 0.097 -0.082
0.375 0.000 -0.325 -0.211 0.000 0.081 -0.058
0.450 0.000 -0.325 -0.211 0.000 0.065 -0.033
0.525 0.000 -0.325 -0.211 0.000 0.049 -0.009
0.600 0.000 -0.325 -0.211 0.000 0.033 0.015
0.675 0.000 -0.325 -0.211 0.000 0.018 0.040
0.750 -0.000 -0.325 -0.211 0.000 0.002 0.064
4:LL3 0.000 0.000 -0.184 -0.171 0.000 0.130 -0.102
0.075 0.000 -0.184 -0.171 0.000 0.117 -0.088
0.150 0.000 -0.184 -0.171 0.000 0.104 -0.074
0.225 0.000 -0.184 -0.171 0.000 0.091 -0.060
0.300 0.000 -0.184 -0.171 0.000 0.079 -0.046
0.375 0.000 -0.184 -0.171 0.000 0.066 -0.033
0.450 0.000 -0.184 -0.171 0.000 0.053 -0.019
0.525 0.000 -0.184 -0.171 0.000 0.040 -0.005
0.600 0.000 -0.184 -0.171 0.000 0.027 0.009
0.675 0.000 -0.184 -0.171 0.000 0.014 0.023
0.750 -0.000 -0.184 -0.171 0.000 0.001 0.036
5:ULS 1 0.000 0.000 -0.684 -0.279 0.000 0.212 -0.431
0.075 0.000 -0.702 -0.279 0.000 0.191 -0.379
0.150 0.000 -0.720 -0.279 0.000 0.170 -0.326
0.225 0.000 -0.739 -0.279 0.000 0.149 -0.271
0.300 0.000 -0.757 -0.279 0.000 0.128 -0.215
0.375 0.000 -0.776 -0.279 0.000 0.107 -0.158
0.450 0.000 -0.794 -0.279 0.000 0.086 -0.099
0.525 0.000 -0.812 -0.279 0.000 0.065 -0.039
0.600 0.000 -0.831 -0.279 0.000 0.044 0.023
0.675 0.000 -0.849 -0.279 0.000 0.023 0.086
0.750 -0.000 -0.868 -0.279 0.000 0.002 0.150
6:ULS 2 0.000 0.000 -0.458 -0.343 0.000 0.260 -0.307
0.075 0.000 -0.477 -0.343 0.000 0.234 -0.272
0.150 0.000 -0.495 -0.343 0.000 0.209 -0.235
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
86
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 86 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.225 0.000 -0.514 -0.343 0.000 0.183 -0.198
0.300 0.000 -0.532 -0.343 0.000 0.157 -0.158
0.375 0.000 -0.550 -0.343 0.000 0.131 -0.118
0.450 0.000 -0.569 -0.343 0.000 0.106 -0.076
0.525 0.000 -0.587 -0.343 0.000 0.080 -0.033
0.600 0.000 -0.606 -0.343 0.000 0.054 0.012
0.675 0.000 -0.624 -0.343 0.000 0.029 0.058
0.750 -0.000 -0.642 -0.343 0.000 0.003 0.106
7:ULS 3 0.000 0.000 -0.233 -0.279 0.000 0.212 -0.183
0.075 0.000 -0.252 -0.279 0.000 0.191 -0.164
0.150 0.000 -0.270 -0.279 0.000 0.170 -0.145
0.225 0.000 -0.288 -0.279 0.000 0.149 -0.124
0.300 0.000 -0.307 -0.279 0.000 0.128 -0.102
0.375 0.000 -0.325 -0.279 0.000 0.107 -0.078
0.450 0.000 -0.344 -0.279 0.000 0.086 -0.053
0.525 0.000 -0.362 -0.279 0.000 0.065 -0.026
0.600 0.000 -0.380 -0.279 0.000 0.044 0.001
0.675 0.000 -0.399 -0.279 0.000 0.023 0.031
0.750 -0.000 -0.417 -0.279 0.000 0.002 0.061
8:SLS 1 0.000 0.000 -0.422 -0.175 0.000 0.133 -0.271
0.075 0.000 -0.435 -0.175 0.000 0.120 -0.239
0.150 0.000 -0.448 -0.175 0.000 0.107 -0.206
0.225 0.000 -0.461 -0.175 0.000 0.093 -0.172
0.300 0.000 -0.474 -0.175 0.000 0.080 -0.137
0.375 0.000 -0.487 -0.175 0.000 0.067 -0.101
0.450 0.000 -0.501 -0.175 0.000 0.054 -0.064
0.525 0.000 -0.514 -0.175 0.000 0.041 -0.026
0.600 0.000 -0.527 -0.175 0.000 0.028 0.013
0.675 0.000 -0.540 -0.175 0.000 0.015 0.053
0.750 -0.000 -0.553 -0.175 0.000 0.002 0.094
9:SLS 2 0.000 0.000 -0.281 -0.215 0.000 0.163 -0.194
0.075 0.000 -0.294 -0.215 0.000 0.147 -0.172
0.150 0.000 -0.307 -0.215 0.000 0.131 -0.150
0.225 0.000 -0.320 -0.215 0.000 0.115 -0.126
0.300 0.000 -0.334 -0.215 0.000 0.098 -0.101
0.375 0.000 -0.347 -0.215 0.000 0.082 -0.076
0.450 0.000 -0.360 -0.215 0.000 0.066 -0.049
0.525 0.000 -0.373 -0.215 0.000 0.050 -0.022
0.600 0.000 -0.386 -0.215 0.000 0.034 0.007
0.675 0.000 -0.399 -0.215 0.000 0.018 0.036
0.750 -0.000 -0.412 -0.215 0.000 0.002 0.066
10:SLS 3 0.000 0.000 -0.140 -0.175 0.000 0.133 -0.116
0.075 0.000 -0.153 -0.175 0.000 0.120 -0.105
0.150 0.000 -0.167 -0.175 0.000 0.107 -0.093
0.225 0.000 -0.180 -0.175 0.000 0.093 -0.080
0.300 0.000 -0.193 -0.175 0.000 0.080 -0.066
0.375 0.000 -0.206 -0.175 0.000 0.067 -0.051
0.450 0.000 -0.219 -0.175 0.000 0.054 -0.035
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
87
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 87 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.525 0.000 -0.232 -0.175 0.000 0.041 -0.018
0.600 0.000 -0.245 -0.175 0.000 0.028 -0.000
0.675 0.000 -0.259 -0.175 0.000 0.015 0.019
0.750 -0.000 -0.272 -0.175 0.000 0.002 0.039
3 1:DL 0.000 -0.087 0.000 0.007 -0.000 0.000 0.000
0.150 -0.114 0.000 0.007 -0.000 0.001 0.000
0.300 -0.140 0.000 0.007 -0.000 0.002 0.000
0.450 -0.166 0.000 0.007 -0.000 0.003 0.000
0.600 -0.192 0.000 0.007 -0.000 0.004 0.000
0.750 -0.219 0.000 0.007 -0.000 0.006 0.000
0.900 -0.245 0.000 0.007 -0.000 0.007 -0.000
1.050 -0.271 0.000 0.007 -0.000 0.008 -0.000
1.200 -0.298 0.000 0.007 -0.000 0.009 -0.000
1.350 -0.324 0.000 0.007 -0.000 0.010 -0.000
1.500 -0.350 0.000 0.007 -0.000 0.011 -0.000
2:LL1 0.000 0.931 0.000 0.343 0.000 0.000 0.000
0.150 0.931 0.000 0.343 0.000 0.051 0.000
0.300 0.931 0.000 0.343 0.000 0.103 0.000
0.450 0.931 0.000 0.343 0.000 0.154 0.000
0.600 0.931 0.000 0.343 0.000 0.206 0.000
0.750 0.931 0.000 0.343 0.000 0.257 0.000
0.900 0.931 0.000 0.343 0.000 0.308 0.000
1.050 0.931 0.000 0.343 0.000 0.360 -0.000
1.200 0.931 0.000 0.343 0.000 0.411 -0.000
1.350 0.931 0.000 0.343 0.000 0.463 -0.000
1.500 0.931 0.000 0.343 0.000 0.514 -0.000
3:LL2 0.000 0.649 -0.000 0.422 -0.000 0.000 -0.000
0.150 0.649 -0.000 0.422 -0.000 0.063 -0.000
0.300 0.649 -0.000 0.422 -0.000 0.127 -0.000
0.450 0.649 -0.000 0.422 -0.000 0.190 -0.000
0.600 0.649 -0.000 0.422 -0.000 0.253 -0.000
0.750 0.649 -0.000 0.422 -0.000 0.316 -0.000
0.900 0.649 -0.000 0.422 -0.000 0.380 -0.000
1.050 0.649 -0.000 0.422 -0.000 0.443 0.000
1.200 0.649 -0.000 0.422 -0.000 0.506 0.000
1.350 0.649 -0.000 0.422 -0.000 0.570 0.000
1.500 0.649 -0.000 0.422 -0.000 0.633 0.000
4:LL3 0.000 0.368 0.000 0.343 -0.000 0.000 0.000
0.150 0.368 0.000 0.343 -0.000 0.051 0.000
0.300 0.368 0.000 0.343 -0.000 0.103 0.000
0.450 0.368 0.000 0.343 -0.000 0.154 0.000
0.600 0.368 0.000 0.343 -0.000 0.206 0.000
0.750 0.368 0.000 0.343 -0.000 0.257 0.000
0.900 0.368 0.000 0.343 -0.000 0.308 0.000
1.050 0.368 0.000 0.343 -0.000 0.360 0.000
1.200 0.368 0.000 0.343 -0.000 0.411 0.000
1.350 0.368 0.000 0.343 -0.000 0.463 0.000
1.500 0.368 -0.000 0.343 -0.000 0.514 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
88
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 88 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
5:ULS 1 0.000 1.367 0.000 0.559 0.000 0.000 0.000
0.150 1.330 0.000 0.559 0.000 0.084 0.000
0.300 1.294 0.000 0.559 0.000 0.168 0.000
0.450 1.257 0.000 0.559 0.000 0.251 0.000
0.600 1.220 0.000 0.559 0.000 0.335 0.000
0.750 1.183 0.000 0.559 0.000 0.419 0.000
0.900 1.147 0.000 0.559 0.000 0.503 0.000
1.050 1.110 0.000 0.559 0.000 0.587 -0.000
1.200 1.073 0.000 0.559 0.000 0.670 -0.000
1.350 1.036 0.000 0.559 0.000 0.754 -0.000
1.500 0.999 0.000 0.559 0.000 0.838 -0.000
6:ULS 2 0.000 0.917 -0.000 0.685 -0.000 0.000 -0.000
0.150 0.880 -0.000 0.685 -0.000 0.103 -0.000
0.300 0.843 -0.000 0.685 -0.000 0.206 -0.000
0.450 0.807 -0.000 0.685 -0.000 0.308 -0.000
0.600 0.770 -0.000 0.685 -0.000 0.411 -0.000
0.750 0.733 -0.000 0.685 -0.000 0.514 -0.000
0.900 0.696 -0.000 0.685 -0.000 0.617 -0.000
1.050 0.659 -0.000 0.685 -0.000 0.720 0.000
1.200 0.623 -0.000 0.685 -0.000 0.822 0.000
1.350 0.586 -0.000 0.685 -0.000 0.925 0.000
1.500 0.549 -0.000 0.685 -0.000 1.028 0.000
7:ULS 3 0.000 0.467 0.000 0.559 -0.000 0.000 0.000
0.150 0.430 0.000 0.559 -0.000 0.084 0.000
0.300 0.393 0.000 0.559 -0.000 0.168 0.000
0.450 0.356 0.000 0.559 -0.000 0.251 0.000
0.600 0.319 0.000 0.559 -0.000 0.335 0.000
0.750 0.283 0.000 0.559 -0.000 0.419 0.000
0.900 0.246 0.000 0.559 -0.000 0.503 -0.000
1.050 0.209 0.000 0.559 -0.000 0.587 -0.000
1.200 0.172 0.000 0.559 -0.000 0.670 -0.000
1.350 0.136 0.000 0.559 -0.000 0.754 -0.000
1.500 0.099 0.000 0.559 -0.000 0.838 -0.000
8:SLS 1 0.000 0.844 0.000 0.350 0.000 0.000 0.000
0.150 0.817 0.000 0.350 0.000 0.053 0.000
0.300 0.791 0.000 0.350 0.000 0.105 0.000
0.450 0.765 0.000 0.350 0.000 0.158 0.000
0.600 0.738 0.000 0.350 0.000 0.210 0.000
0.750 0.712 0.000 0.350 0.000 0.263 0.000
0.900 0.686 0.000 0.350 0.000 0.315 0.000
1.050 0.660 0.000 0.350 0.000 0.368 -0.000
1.200 0.633 0.000 0.350 0.000 0.420 -0.000
1.350 0.607 0.000 0.350 0.000 0.473 -0.000
1.500 0.581 0.000 0.350 0.000 0.525 -0.000
9:SLS 2 0.000 0.562 -0.000 0.429 -0.000 0.000 -0.000
0.150 0.536 -0.000 0.429 -0.000 0.064 -0.000
0.300 0.510 -0.000 0.429 -0.000 0.129 -0.000
0.450 0.483 -0.000 0.429 -0.000 0.193 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
89
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 89 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.600 0.457 -0.000 0.429 -0.000 0.258 -0.000
0.750 0.431 -0.000 0.429 -0.000 0.322 -0.000
0.900 0.405 -0.000 0.429 -0.000 0.386 -0.000
1.050 0.378 -0.000 0.429 -0.000 0.451 0.000
1.200 0.352 -0.000 0.429 -0.000 0.515 0.000
1.350 0.326 -0.000 0.429 -0.000 0.580 0.000
1.500 0.299 -0.000 0.429 -0.000 0.644 0.000
10:SLS 3 0.000 0.281 0.000 0.350 -0.000 0.000 0.000
0.150 0.254 0.000 0.350 -0.000 0.053 0.000
0.300 0.228 0.000 0.350 -0.000 0.105 0.000
0.450 0.202 0.000 0.350 -0.000 0.158 0.000
0.600 0.176 0.000 0.350 -0.000 0.210 0.000
0.750 0.149 0.000 0.350 -0.000 0.263 0.000
0.900 0.123 0.000 0.350 -0.000 0.315 -0.000
1.050 0.097 0.000 0.350 -0.000 0.368 -0.000
1.200 0.071 0.000 0.350 -0.000 0.420 -0.000
1.350 0.044 0.000 0.350 -0.000 0.473 -0.000
1.500 0.018 0.000 0.350 -0.000 0.525 -0.000
4 1:DL 0.000 0.350 0.000 0.019 0.000 0.028 0.000
0.050 0.342 0.000 0.019 0.000 0.029 0.000
0.100 0.333 0.000 0.019 0.000 0.030 0.000
0.150 0.324 0.000 0.019 0.000 0.031 0.000
0.200 0.315 0.000 0.019 0.000 0.032 0.000
0.250 0.307 0.000 0.019 0.000 0.033 0.000
0.300 0.298 0.000 0.019 0.000 0.034 0.000
0.350 0.289 0.000 0.019 0.000 0.035 0.000
0.400 0.280 0.000 0.019 0.000 0.035 -0.000
0.450 0.271 0.000 0.019 0.000 0.036 -0.000
0.500 0.263 0.000 0.019 0.000 0.037 -0.000
2:LL1 0.000 14.333 -0.000 0.866 -0.000 1.299 -0.000
0.050 14.333 -0.000 0.866 -0.000 1.343 -0.000
0.100 14.333 -0.000 0.866 -0.000 1.386 0.000
0.150 14.333 -0.000 0.866 -0.000 1.429 0.000
0.200 14.333 -0.000 0.866 -0.000 1.473 0.000
0.250 14.333 -0.000 0.866 -0.000 1.516 0.000
0.300 14.333 -0.000 0.866 -0.000 1.559 0.000
0.350 14.333 -0.000 0.866 -0.000 1.603 0.000
0.400 14.333 -0.000 0.866 -0.000 1.646 0.000
0.450 14.333 -0.000 0.866 -0.000 1.689 0.000
0.500 14.333 -0.000 0.866 -0.000 1.733 0.000
3:LL2 0.000 10.000 0.000 1.067 0.000 1.600 0.000
0.050 10.000 0.000 1.067 0.000 1.653 0.000
0.100 10.000 0.000 1.067 0.000 1.707 -0.000
0.150 10.000 0.000 1.067 0.000 1.760 -0.000
0.200 10.000 0.000 1.067 0.000 1.813 -0.000
0.250 10.000 0.000 1.067 0.000 1.867 -0.000
0.300 10.000 0.000 1.067 0.000 1.920 -0.000
0.350 10.000 0.000 1.067 0.000 1.973 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
90
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 90 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.400 10.000 0.000 1.067 0.000 2.027 -0.000
0.450 10.000 0.000 1.067 0.000 2.080 -0.000
0.500 10.000 0.000 1.067 0.000 2.133 -0.000
4:LL3 0.000 5.667 0.000 0.866 0.000 1.299 0.000
0.050 5.667 0.000 0.866 0.000 1.343 0.000
0.100 5.667 0.000 0.866 0.000 1.386 -0.000
0.150 5.667 0.000 0.866 0.000 1.429 -0.000
0.200 5.667 0.000 0.866 0.000 1.473 -0.000
0.250 5.667 0.000 0.866 0.000 1.516 -0.000
0.300 5.667 0.000 0.866 0.000 1.559 -0.000
0.350 5.667 0.000 0.866 0.000 1.603 -0.000
0.400 5.667 0.000 0.866 0.000 1.646 -0.000
0.450 5.667 0.000 0.866 0.000 1.689 -0.000
0.500 5.667 0.000 0.866 0.000 1.733 -0.000
5:ULS 1 0.000 23.424 -0.000 1.412 -0.000 2.118 0.000
0.050 23.411 -0.000 1.412 -0.000 2.189 0.000
0.100 23.399 -0.000 1.412 -0.000 2.260 0.000
0.150 23.387 -0.000 1.412 -0.000 2.330 0.000
0.200 23.375 -0.000 1.412 -0.000 2.401 0.000
0.250 23.362 -0.000 1.412 -0.000 2.471 0.000
0.300 23.350 -0.000 1.412 -0.000 2.542 0.000
0.350 23.338 -0.000 1.412 -0.000 2.613 0.000
0.400 23.326 -0.000 1.412 -0.000 2.683 0.000
0.450 23.313 -0.000 1.412 -0.000 2.754 0.000
0.500 23.301 -0.000 1.412 -0.000 2.825 0.000
6:ULS 2 0.000 16.490 0.000 1.733 0.000 2.599 0.000
0.050 16.478 0.000 1.733 0.000 2.686 0.000
0.100 16.466 0.000 1.733 0.000 2.772 0.000
0.150 16.454 0.000 1.733 0.000 2.859 -0.000
0.200 16.441 0.000 1.733 0.000 2.946 -0.000
0.250 16.429 0.000 1.733 0.000 3.032 -0.000
0.300 16.417 0.000 1.733 0.000 3.119 -0.000
0.350 16.405 0.000 1.733 0.000 3.206 -0.000
0.400 16.392 0.000 1.733 0.000 3.292 -0.000
0.450 16.380 0.000 1.733 0.000 3.379 -0.000
0.500 16.368 0.000 1.733 0.000 3.465 -0.000
7:ULS 3 0.000 9.557 0.000 1.412 0.000 2.118 0.000
0.050 9.545 0.000 1.412 0.000 2.189 0.000
0.100 9.533 0.000 1.412 0.000 2.260 0.000
0.150 9.520 0.000 1.412 0.000 2.330 -0.000
0.200 9.508 0.000 1.412 0.000 2.401 -0.000
0.250 9.496 0.000 1.412 0.000 2.471 -0.000
0.300 9.484 0.000 1.412 0.000 2.542 -0.000
0.350 9.471 0.000 1.412 0.000 2.613 -0.000
0.400 9.459 0.000 1.412 0.000 2.683 -0.000
0.450 9.447 0.000 1.412 0.000 2.754 -0.000
0.500 9.434 0.000 1.412 0.000 2.825 -0.000
8:SLS 1 0.000 14.684 -0.000 0.885 -0.000 1.327 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
91
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 91 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.050 14.675 -0.000 0.885 -0.000 1.372 0.000
0.100 14.666 -0.000 0.885 -0.000 1.416 0.000
0.150 14.657 -0.000 0.885 -0.000 1.460 0.000
0.200 14.649 -0.000 0.885 -0.000 1.504 0.000
0.250 14.640 -0.000 0.885 -0.000 1.549 0.000
0.300 14.631 -0.000 0.885 -0.000 1.593 0.000
0.350 14.622 -0.000 0.885 -0.000 1.637 0.000
0.400 14.614 -0.000 0.885 -0.000 1.681 0.000
0.450 14.605 -0.000 0.885 -0.000 1.726 0.000
0.500 14.596 -0.000 0.885 -0.000 1.770 0.000
9:SLS 2 0.000 10.350 0.000 1.085 0.000 1.628 0.000
0.050 10.342 0.000 1.085 0.000 1.682 0.000
0.100 10.333 0.000 1.085 0.000 1.736 0.000
0.150 10.324 0.000 1.085 0.000 1.791 -0.000
0.200 10.315 0.000 1.085 0.000 1.845 -0.000
0.250 10.307 0.000 1.085 0.000 1.899 -0.000
0.300 10.298 0.000 1.085 0.000 1.954 -0.000
0.350 10.289 0.000 1.085 0.000 2.008 -0.000
0.400 10.280 0.000 1.085 0.000 2.062 -0.000
0.450 10.271 0.000 1.085 0.000 2.116 -0.000
0.500 10.263 0.000 1.085 0.000 2.171 -0.000
10:SLS 3 0.000 6.017 0.000 0.885 0.000 1.327 0.000
0.050 6.008 0.000 0.885 0.000 1.372 0.000
0.100 5.999 0.000 0.885 0.000 1.416 0.000
0.150 5.991 0.000 0.885 0.000 1.460 -0.000
0.200 5.982 0.000 0.885 0.000 1.504 -0.000
0.250 5.973 0.000 0.885 0.000 1.549 -0.000
0.300 5.964 0.000 0.885 0.000 1.593 -0.000
0.350 5.956 0.000 0.885 0.000 1.637 -0.000
0.400 5.947 0.000 0.885 0.000 1.681 -0.000
0.450 5.938 0.000 0.885 0.000 1.726 -0.000
0.500 5.929 0.000 0.885 0.000 1.770 -0.000
5 1:DL 0.000 0.433 0.082 0.006 -0.000 -0.009 0.026
0.168 0.459 0.069 0.006 -0.000 -0.009 0.013
0.335 0.485 0.056 0.006 -0.000 -0.008 0.003
0.503 0.512 0.043 0.006 -0.000 -0.007 -0.005
0.671 0.538 0.030 0.006 -0.000 -0.006 -0.012
0.839 0.564 0.017 0.006 -0.000 -0.005 -0.016
1.006 0.590 0.004 0.006 -0.000 -0.004 -0.017
1.174 0.617 -0.009 0.006 -0.000 -0.003 -0.017
1.342 0.643 -0.023 0.006 -0.000 -0.002 -0.014
1.509 0.669 -0.036 0.006 -0.000 -0.001 -0.009
1.677 0.695 -0.049 0.006 -0.000 0.000 -0.002
2:LL1 0.000 7.525 0.066 0.262 -0.001 -0.438 0.018
0.168 7.525 0.066 0.262 -0.001 -0.395 0.007
0.335 7.525 0.066 0.262 -0.001 -0.351 -0.004
0.503 7.525 0.066 0.262 -0.001 -0.307 -0.015
0.671 7.525 0.066 0.262 -0.001 -0.263 -0.026
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
92
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 92 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.839 7.525 0.066 0.262 -0.001 -0.219 -0.037
1.006 7.525 0.066 0.262 -0.001 -0.175 -0.048
1.174 7.525 0.066 0.262 -0.001 -0.131 -0.059
1.342 7.525 0.066 0.262 -0.001 -0.087 -0.070
1.509 7.525 0.066 0.262 -0.001 -0.043 -0.081
1.677 7.525 0.066 0.262 -0.001 0.001 -0.092
3:LL2 0.000 5.250 0.046 0.322 -0.002 -0.540 0.013
0.168 5.250 0.046 0.322 -0.002 -0.486 0.005
0.335 5.250 0.046 0.322 -0.002 -0.432 -0.003
0.503 5.250 0.046 0.322 -0.002 -0.378 -0.010
0.671 5.250 0.046 0.322 -0.002 -0.324 -0.018
0.839 5.250 0.046 0.322 -0.002 -0.269 -0.026
1.006 5.250 0.046 0.322 -0.002 -0.215 -0.033
1.174 5.250 0.046 0.322 -0.002 -0.161 -0.041
1.342 5.250 0.046 0.322 -0.002 -0.107 -0.049
1.509 5.250 0.046 0.322 -0.002 -0.053 -0.057
1.677 5.250 0.046 0.322 -0.002 0.001 -0.064
4:LL3 0.000 2.975 0.026 0.262 -0.001 -0.438 0.007
0.168 2.975 0.026 0.262 -0.001 -0.395 0.003
0.335 2.975 0.026 0.262 -0.001 -0.351 -0.002
0.503 2.975 0.026 0.262 -0.001 -0.307 -0.006
0.671 2.975 0.026 0.262 -0.001 -0.263 -0.010
0.839 2.975 0.026 0.262 -0.001 -0.219 -0.015
1.006 2.975 0.026 0.262 -0.001 -0.175 -0.019
1.174 2.975 0.026 0.262 -0.001 -0.131 -0.023
1.342 2.975 0.026 0.262 -0.001 -0.087 -0.028
1.509 2.975 0.026 0.262 -0.001 -0.043 -0.032
1.677 2.975 0.026 0.262 -0.001 0.001 -0.036
5:ULS 1 0.000 12.646 0.221 0.427 -0.002 -0.715 0.066
0.168 12.683 0.202 0.427 -0.002 -0.643 0.030
0.335 12.719 0.184 0.427 -0.002 -0.572 -0.002
0.503 12.756 0.165 0.427 -0.002 -0.500 -0.031
0.671 12.793 0.147 0.427 -0.002 -0.428 -0.058
0.839 12.830 0.129 0.427 -0.002 -0.357 -0.081
1.006 12.867 0.110 0.427 -0.002 -0.285 -0.101
1.174 12.903 0.092 0.427 -0.002 -0.214 -0.118
1.342 12.940 0.073 0.427 -0.002 -0.142 -0.131
1.509 12.977 0.055 0.427 -0.002 -0.070 -0.142
1.677 13.014 0.037 0.427 -0.002 0.001 -0.150
6:ULS 2 0.000 9.006 0.189 0.524 -0.003 -0.877 0.057
0.168 9.043 0.170 0.524 -0.003 -0.789 0.027
0.335 9.079 0.152 0.524 -0.003 -0.701 -0.000
0.503 9.116 0.134 0.524 -0.003 -0.613 -0.024
0.671 9.153 0.115 0.524 -0.003 -0.526 -0.045
0.839 9.190 0.097 0.524 -0.003 -0.438 -0.063
1.006 9.227 0.078 0.524 -0.003 -0.350 -0.078
1.174 9.263 0.060 0.524 -0.003 -0.262 -0.089
1.342 9.300 0.042 0.524 -0.003 -0.174 -0.098
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
93
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 93 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.509 9.337 0.023 0.524 -0.003 -0.086 -0.103
1.677 9.374 0.005 0.524 -0.003 0.001 -0.106
7:ULS 3 0.000 5.366 0.157 0.427 -0.002 -0.715 0.048
0.168 5.403 0.139 0.427 -0.002 -0.643 0.023
0.335 5.439 0.120 0.427 -0.002 -0.572 0.002
0.503 5.476 0.102 0.427 -0.002 -0.500 -0.017
0.671 5.513 0.083 0.427 -0.002 -0.428 -0.033
0.839 5.550 0.065 0.427 -0.002 -0.357 -0.045
1.006 5.587 0.047 0.427 -0.002 -0.285 -0.054
1.174 5.623 0.028 0.427 -0.002 -0.214 -0.061
1.342 5.660 0.010 0.427 -0.002 -0.142 -0.064
1.509 5.697 -0.008 0.427 -0.002 -0.070 -0.064
1.677 5.734 -0.027 0.427 -0.002 0.001 -0.061
8:SLS 1 0.000 7.958 0.148 0.267 -0.001 -0.448 0.044
0.168 7.984 0.135 0.267 -0.001 -0.403 0.021
0.335 8.010 0.122 0.267 -0.001 -0.358 -0.001
0.503 8.037 0.109 0.267 -0.001 -0.313 -0.020
0.671 8.063 0.096 0.267 -0.001 -0.268 -0.037
0.839 8.089 0.083 0.267 -0.001 -0.224 -0.052
1.006 8.115 0.069 0.267 -0.001 -0.179 -0.065
1.174 8.142 0.056 0.267 -0.001 -0.134 -0.076
1.342 8.168 0.043 0.267 -0.001 -0.089 -0.084
1.509 8.194 0.030 0.267 -0.001 -0.044 -0.090
1.677 8.221 0.017 0.267 -0.001 0.001 -0.094
9:SLS 2 0.000 5.683 0.128 0.328 -0.002 -0.549 0.039
0.168 5.709 0.115 0.328 -0.002 -0.494 0.018
0.335 5.735 0.102 0.328 -0.002 -0.439 0.000
0.503 5.762 0.089 0.328 -0.002 -0.384 -0.016
0.671 5.788 0.076 0.328 -0.002 -0.329 -0.030
0.839 5.814 0.063 0.328 -0.002 -0.274 -0.041
1.006 5.840 0.050 0.328 -0.002 -0.219 -0.051
1.174 5.867 0.036 0.328 -0.002 -0.164 -0.058
1.342 5.893 0.023 0.328 -0.002 -0.109 -0.063
1.509 5.919 0.010 0.328 -0.002 -0.054 -0.066
1.677 5.945 -0.003 0.328 -0.002 0.001 -0.066
10:SLS 3 0.000 3.408 0.108 0.267 -0.001 -0.448 0.033
0.168 3.434 0.095 0.267 -0.001 -0.403 0.016
0.335 3.460 0.082 0.267 -0.001 -0.358 0.001
0.503 3.487 0.069 0.267 -0.001 -0.313 -0.011
0.671 3.513 0.056 0.267 -0.001 -0.268 -0.022
0.839 3.539 0.043 0.267 -0.001 -0.224 -0.030
1.006 3.565 0.030 0.267 -0.001 -0.179 -0.036
1.174 3.592 0.017 0.267 -0.001 -0.134 -0.040
1.342 3.618 0.003 0.267 -0.001 -0.089 -0.042
1.509 3.644 -0.010 0.267 -0.001 -0.044 -0.041
1.677 3.670 -0.023 0.267 -0.001 0.001 -0.039
6 1:DL 0.000 0.433 0.082 -0.006 0.000 0.009 0.026
0.168 0.459 0.069 -0.006 0.000 0.009 0.013
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
94
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 94 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.335 0.485 0.056 -0.006 0.000 0.008 0.003
0.503 0.512 0.043 -0.006 0.000 0.007 -0.005
0.671 0.538 0.030 -0.006 0.000 0.006 -0.012
0.839 0.564 0.017 -0.006 0.000 0.005 -0.016
1.006 0.590 0.004 -0.006 0.000 0.004 -0.017
1.174 0.617 -0.009 -0.006 0.000 0.003 -0.017
1.342 0.643 -0.023 -0.006 0.000 0.002 -0.014
1.509 0.669 -0.036 -0.006 0.000 0.001 -0.009
1.677 0.695 -0.049 -0.006 0.000 -0.000 -0.002
2:LL1 0.000 7.525 0.066 -0.262 0.001 0.438 0.018
0.168 7.525 0.066 -0.262 0.001 0.395 0.007
0.335 7.525 0.066 -0.262 0.001 0.351 -0.004
0.503 7.525 0.066 -0.262 0.001 0.307 -0.015
0.671 7.525 0.066 -0.262 0.001 0.263 -0.026
0.839 7.525 0.066 -0.262 0.001 0.219 -0.037
1.006 7.525 0.066 -0.262 0.001 0.175 -0.048
1.174 7.525 0.066 -0.262 0.001 0.131 -0.059
1.342 7.525 0.066 -0.262 0.001 0.087 -0.070
1.509 7.525 0.066 -0.262 0.001 0.043 -0.081
1.677 7.525 0.066 -0.262 0.001 -0.001 -0.092
3:LL2 0.000 5.250 0.046 -0.322 0.002 0.540 0.013
0.168 5.250 0.046 -0.322 0.002 0.486 0.005
0.335 5.250 0.046 -0.322 0.002 0.432 -0.003
0.503 5.250 0.046 -0.322 0.002 0.378 -0.010
0.671 5.250 0.046 -0.322 0.002 0.324 -0.018
0.839 5.250 0.046 -0.322 0.002 0.269 -0.026
1.006 5.250 0.046 -0.322 0.002 0.215 -0.033
1.174 5.250 0.046 -0.322 0.002 0.161 -0.041
1.342 5.250 0.046 -0.322 0.002 0.107 -0.049
1.509 5.250 0.046 -0.322 0.002 0.053 -0.057
1.677 5.250 0.046 -0.322 0.002 -0.001 -0.064
4:LL3 0.000 2.975 0.026 -0.262 0.001 0.438 0.007
0.168 2.975 0.026 -0.262 0.001 0.395 0.003
0.335 2.975 0.026 -0.262 0.001 0.351 -0.002
0.503 2.975 0.026 -0.262 0.001 0.307 -0.006
0.671 2.975 0.026 -0.262 0.001 0.263 -0.010
0.839 2.975 0.026 -0.262 0.001 0.219 -0.015
1.006 2.975 0.026 -0.262 0.001 0.175 -0.019
1.174 2.975 0.026 -0.262 0.001 0.131 -0.023
1.342 2.975 0.026 -0.262 0.001 0.087 -0.028
1.509 2.975 0.026 -0.262 0.001 0.043 -0.032
1.677 2.975 0.026 -0.262 0.001 -0.001 -0.036
5:ULS 1 0.000 12.646 0.221 -0.427 0.002 0.715 0.066
0.168 12.683 0.202 -0.427 0.002 0.643 0.030
0.335 12.719 0.184 -0.427 0.002 0.572 -0.002
0.503 12.756 0.165 -0.427 0.002 0.500 -0.031
0.671 12.793 0.147 -0.427 0.002 0.428 -0.058
0.839 12.830 0.129 -0.427 0.002 0.357 -0.081
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
95
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 95 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.006 12.867 0.110 -0.427 0.002 0.285 -0.101
1.174 12.903 0.092 -0.427 0.002 0.214 -0.118
1.342 12.940 0.073 -0.427 0.002 0.142 -0.131
1.509 12.977 0.055 -0.427 0.002 0.070 -0.142
1.677 13.014 0.037 -0.427 0.002 -0.001 -0.150
6:ULS 2 0.000 9.006 0.189 -0.524 0.003 0.877 0.057
0.168 9.043 0.170 -0.524 0.003 0.789 0.027
0.335 9.079 0.152 -0.524 0.003 0.701 -0.000
0.503 9.116 0.134 -0.524 0.003 0.613 -0.024
0.671 9.153 0.115 -0.524 0.003 0.526 -0.045
0.839 9.190 0.097 -0.524 0.003 0.438 -0.063
1.006 9.227 0.078 -0.524 0.003 0.350 -0.078
1.174 9.263 0.060 -0.524 0.003 0.262 -0.089
1.342 9.300 0.042 -0.524 0.003 0.174 -0.098
1.509 9.337 0.023 -0.524 0.003 0.086 -0.103
1.677 9.374 0.005 -0.524 0.003 -0.001 -0.106
7:ULS 3 0.000 5.366 0.157 -0.427 0.002 0.715 0.048
0.168 5.403 0.139 -0.427 0.002 0.643 0.023
0.335 5.439 0.120 -0.427 0.002 0.572 0.002
0.503 5.476 0.102 -0.427 0.002 0.500 -0.017
0.671 5.513 0.083 -0.427 0.002 0.428 -0.033
0.839 5.550 0.065 -0.427 0.002 0.357 -0.045
1.006 5.587 0.047 -0.427 0.002 0.285 -0.054
1.174 5.623 0.028 -0.427 0.002 0.214 -0.061
1.342 5.660 0.010 -0.427 0.002 0.142 -0.064
1.509 5.697 -0.008 -0.427 0.002 0.070 -0.064
1.677 5.734 -0.027 -0.427 0.002 -0.001 -0.061
8:SLS 1 0.000 7.958 0.148 -0.267 0.001 0.448 0.044
0.168 7.984 0.135 -0.267 0.001 0.403 0.021
0.335 8.010 0.122 -0.267 0.001 0.358 -0.001
0.503 8.037 0.109 -0.267 0.001 0.313 -0.020
0.671 8.063 0.096 -0.267 0.001 0.268 -0.037
0.839 8.089 0.083 -0.267 0.001 0.224 -0.052
1.006 8.115 0.069 -0.267 0.001 0.179 -0.065
1.174 8.142 0.056 -0.267 0.001 0.134 -0.076
1.342 8.168 0.043 -0.267 0.001 0.089 -0.084
1.509 8.194 0.030 -0.267 0.001 0.044 -0.090
1.677 8.221 0.017 -0.267 0.001 -0.001 -0.094
9:SLS 2 0.000 5.683 0.128 -0.328 0.002 0.549 0.039
0.168 5.709 0.115 -0.328 0.002 0.494 0.018
0.335 5.735 0.102 -0.328 0.002 0.439 0.000
0.503 5.762 0.089 -0.328 0.002 0.384 -0.016
0.671 5.788 0.076 -0.328 0.002 0.329 -0.030
0.839 5.814 0.063 -0.328 0.002 0.274 -0.041
1.006 5.840 0.050 -0.328 0.002 0.219 -0.051
1.174 5.867 0.036 -0.328 0.002 0.164 -0.058
1.342 5.893 0.023 -0.328 0.002 0.109 -0.063
1.509 5.919 0.010 -0.328 0.002 0.054 -0.066
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
96
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 96 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.677 5.945 -0.003 -0.328 0.002 -0.001 -0.066
10:SLS 3 0.000 3.408 0.108 -0.267 0.001 0.448 0.033
0.168 3.434 0.095 -0.267 0.001 0.403 0.016
0.335 3.460 0.082 -0.267 0.001 0.358 0.001
0.503 3.487 0.069 -0.267 0.001 0.313 -0.011
0.671 3.513 0.056 -0.267 0.001 0.268 -0.022
0.839 3.539 0.043 -0.267 0.001 0.224 -0.030
1.006 3.565 0.030 -0.267 0.001 0.179 -0.036
1.174 3.592 0.017 -0.267 0.001 0.134 -0.040
1.342 3.618 0.003 -0.267 0.001 0.089 -0.042
1.509 3.644 -0.010 -0.267 0.001 0.044 -0.041
1.677 3.670 -0.023 -0.267 0.001 -0.001 -0.039
7 1:DL 0.000 0.000 0.088 -0.004 0.000 -0.000 0.002
0.075 0.000 0.075 -0.004 0.000 -0.000 -0.004
0.150 0.000 0.061 -0.004 0.000 -0.001 -0.009
0.225 0.000 0.048 -0.004 0.000 -0.001 -0.013
0.300 0.000 0.035 -0.004 0.000 -0.001 -0.016
0.375 0.000 0.022 -0.004 0.000 -0.001 -0.018
0.450 0.000 0.009 -0.004 0.000 -0.002 -0.020
0.525 0.000 -0.004 -0.004 0.000 -0.002 -0.020
0.600 0.000 -0.017 -0.004 0.000 -0.002 -0.019
0.675 0.000 -0.031 -0.004 0.000 -0.003 -0.017
0.750 0.000 -0.044 -0.004 0.000 -0.003 -0.014
2:LL1 0.000 -0.000 0.184 -0.171 0.000 -0.001 0.036
0.075 -0.000 0.184 -0.171 0.000 -0.014 0.023
0.150 -0.000 0.184 -0.171 0.000 -0.027 0.009
0.225 -0.000 0.184 -0.171 0.000 -0.040 -0.005
0.300 -0.000 0.184 -0.171 0.000 -0.053 -0.019
0.375 -0.000 0.184 -0.171 0.000 -0.066 -0.033
0.450 -0.000 0.184 -0.171 0.000 -0.079 -0.046
0.525 -0.000 0.184 -0.171 0.000 -0.091 -0.060
0.600 -0.000 0.184 -0.171 0.000 -0.104 -0.074
0.675 -0.000 0.184 -0.171 0.000 -0.117 -0.088
0.750 -0.000 0.184 -0.171 0.000 -0.130 -0.102
3:LL2 0.000 0.000 0.325 -0.211 0.000 -0.002 0.064
0.075 0.000 0.325 -0.211 0.000 -0.018 0.040
0.150 0.000 0.325 -0.211 0.000 -0.033 0.015
0.225 0.000 0.325 -0.211 0.000 -0.049 -0.009
0.300 0.000 0.325 -0.211 0.000 -0.065 -0.033
0.375 0.000 0.325 -0.211 0.000 -0.081 -0.058
0.450 0.000 0.325 -0.211 0.000 -0.097 -0.082
0.525 0.000 0.325 -0.211 0.000 -0.113 -0.106
0.600 0.000 0.325 -0.211 0.000 -0.128 -0.131
0.675 0.000 0.325 -0.211 0.000 -0.144 -0.155
0.750 0.000 0.325 -0.211 0.000 -0.160 -0.179
4:LL3 0.000 0.000 0.465 -0.171 0.000 -0.001 0.092
0.075 0.000 0.465 -0.171 0.000 -0.014 0.057
0.150 0.000 0.465 -0.171 0.000 -0.027 0.022
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
97
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 97 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.225 0.000 0.465 -0.171 0.000 -0.040 -0.013
0.300 0.000 0.465 -0.171 0.000 -0.053 -0.048
0.375 0.000 0.465 -0.171 0.000 -0.066 -0.083
0.450 0.000 0.465 -0.171 0.000 -0.079 -0.117
0.525 0.000 0.465 -0.171 0.000 -0.091 -0.152
0.600 0.000 0.465 -0.171 0.000 -0.104 -0.187
0.675 0.000 0.465 -0.171 0.000 -0.117 -0.222
0.750 0.000 0.465 -0.171 0.000 -0.130 -0.257
5:ULS 1 0.000 0.000 0.417 -0.279 0.000 -0.002 0.061
0.075 0.000 0.399 -0.279 0.000 -0.023 0.031
0.150 0.000 0.380 -0.279 0.000 -0.044 0.001
0.225 0.000 0.362 -0.279 0.000 -0.065 -0.026
0.300 0.000 0.344 -0.279 0.000 -0.086 -0.053
0.375 0.000 0.325 -0.279 0.000 -0.107 -0.078
0.450 0.000 0.307 -0.279 0.000 -0.128 -0.102
0.525 0.000 0.288 -0.279 0.000 -0.149 -0.124
0.600 0.000 0.270 -0.279 0.000 -0.170 -0.145
0.675 0.000 0.252 -0.279 0.000 -0.191 -0.164
0.750 0.000 0.233 -0.279 0.000 -0.212 -0.183
6:ULS 2 0.000 0.000 0.642 -0.343 0.000 -0.003 0.106
0.075 0.000 0.624 -0.343 0.000 -0.029 0.058
0.150 0.000 0.606 -0.343 0.000 -0.054 0.012
0.225 0.000 0.587 -0.343 0.000 -0.080 -0.033
0.300 0.000 0.569 -0.343 0.000 -0.106 -0.076
0.375 0.000 0.550 -0.343 0.000 -0.131 -0.118
0.450 0.000 0.532 -0.343 0.000 -0.157 -0.158
0.525 0.000 0.514 -0.343 0.000 -0.183 -0.198
0.600 0.000 0.495 -0.343 0.000 -0.209 -0.235
0.675 0.000 0.477 -0.343 0.000 -0.234 -0.272
0.750 0.000 0.458 -0.343 0.000 -0.260 -0.307
7:ULS 3 0.000 0.000 0.868 -0.279 0.000 -0.002 0.150
0.075 0.000 0.849 -0.279 0.000 -0.023 0.086
0.150 0.000 0.831 -0.279 0.000 -0.044 0.023
0.225 0.000 0.812 -0.279 0.000 -0.065 -0.039
0.300 0.000 0.794 -0.279 0.000 -0.086 -0.099
0.375 0.000 0.776 -0.279 0.000 -0.107 -0.158
0.450 0.000 0.757 -0.279 0.000 -0.128 -0.215
0.525 0.000 0.739 -0.279 0.000 -0.149 -0.271
0.600 0.000 0.720 -0.279 0.000 -0.170 -0.326
0.675 0.000 0.702 -0.279 0.000 -0.191 -0.379
0.750 0.000 0.684 -0.279 0.000 -0.212 -0.431
8:SLS 1 0.000 0.000 0.272 -0.175 0.000 -0.002 0.039
0.075 0.000 0.259 -0.175 0.000 -0.015 0.019
0.150 0.000 0.245 -0.175 0.000 -0.028 -0.000
0.225 0.000 0.232 -0.175 0.000 -0.041 -0.018
0.300 0.000 0.219 -0.175 0.000 -0.054 -0.035
0.375 0.000 0.206 -0.175 0.000 -0.067 -0.051
0.450 0.000 0.193 -0.175 0.000 -0.080 -0.066
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
98
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 98 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.525 0.000 0.180 -0.175 0.000 -0.093 -0.080
0.600 0.000 0.167 -0.175 0.000 -0.107 -0.093
0.675 0.000 0.153 -0.175 0.000 -0.120 -0.105
0.750 0.000 0.140 -0.175 0.000 -0.133 -0.116
9:SLS 2 0.000 0.000 0.412 -0.215 0.000 -0.002 0.066
0.075 0.000 0.399 -0.215 0.000 -0.018 0.036
0.150 0.000 0.386 -0.215 0.000 -0.034 0.007
0.225 0.000 0.373 -0.215 0.000 -0.050 -0.022
0.300 0.000 0.360 -0.215 0.000 -0.066 -0.049
0.375 0.000 0.347 -0.215 0.000 -0.082 -0.076
0.450 0.000 0.334 -0.215 0.000 -0.098 -0.101
0.525 0.000 0.320 -0.215 0.000 -0.115 -0.126
0.600 0.000 0.307 -0.215 0.000 -0.131 -0.150
0.675 0.000 0.294 -0.215 0.000 -0.147 -0.172
0.750 0.000 0.281 -0.215 0.000 -0.163 -0.194
10:SLS 3 0.000 0.000 0.553 -0.175 0.000 -0.002 0.094
0.075 0.000 0.540 -0.175 0.000 -0.015 0.053
0.150 0.000 0.527 -0.175 0.000 -0.028 0.013
0.225 0.000 0.514 -0.175 0.000 -0.041 -0.026
0.300 0.000 0.501 -0.175 0.000 -0.054 -0.064
0.375 0.000 0.487 -0.175 0.000 -0.067 -0.101
0.450 0.000 0.474 -0.175 0.000 -0.080 -0.137
0.525 0.000 0.461 -0.175 0.000 -0.093 -0.172
0.600 0.000 0.448 -0.175 0.000 -0.107 -0.206
0.675 0.000 0.435 -0.175 0.000 -0.120 -0.239
0.750 0.000 0.422 -0.175 0.000 -0.133 -0.271
8 1:DL 0.000 -0.000 0.044 0.004 -0.000 -0.003 -0.014
0.075 -0.000 0.031 0.004 -0.000 -0.003 -0.017
0.150 -0.000 0.017 0.004 -0.000 -0.002 -0.019
0.225 -0.000 0.004 0.004 -0.000 -0.002 -0.020
0.300 -0.000 -0.009 0.004 -0.000 -0.002 -0.020
0.375 -0.000 -0.022 0.004 -0.000 -0.001 -0.018
0.450 -0.000 -0.035 0.004 -0.000 -0.001 -0.016
0.525 -0.000 -0.048 0.004 -0.000 -0.001 -0.013
0.600 -0.000 -0.061 0.004 -0.000 -0.001 -0.009
0.675 -0.000 -0.075 0.004 -0.000 -0.000 -0.004
0.750 -0.000 -0.088 0.004 -0.000 -0.000 0.002
2:LL1 0.000 0.000 -0.184 0.171 -0.000 -0.130 -0.102
0.075 0.000 -0.184 0.171 -0.000 -0.117 -0.088
0.150 0.000 -0.184 0.171 -0.000 -0.104 -0.074
0.225 0.000 -0.184 0.171 -0.000 -0.091 -0.060
0.300 0.000 -0.184 0.171 -0.000 -0.079 -0.046
0.375 0.000 -0.184 0.171 -0.000 -0.066 -0.033
0.450 0.000 -0.184 0.171 -0.000 -0.053 -0.019
0.525 0.000 -0.184 0.171 -0.000 -0.040 -0.005
0.600 0.000 -0.184 0.171 -0.000 -0.027 0.009
0.675 0.000 -0.184 0.171 -0.000 -0.014 0.023
0.750 0.000 -0.184 0.171 -0.000 -0.001 0.036
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
99
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 99 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
3:LL2 0.000 -0.000 -0.325 0.211 -0.000 -0.160 -0.179
0.075 -0.000 -0.325 0.211 -0.000 -0.144 -0.155
0.150 -0.000 -0.325 0.211 -0.000 -0.128 -0.131
0.225 -0.000 -0.325 0.211 -0.000 -0.113 -0.106
0.300 -0.000 -0.325 0.211 -0.000 -0.097 -0.082
0.375 -0.000 -0.325 0.211 -0.000 -0.081 -0.058
0.450 -0.000 -0.325 0.211 -0.000 -0.065 -0.033
0.525 -0.000 -0.325 0.211 -0.000 -0.049 -0.009
0.600 -0.000 -0.325 0.211 -0.000 -0.033 0.015
0.675 -0.000 -0.325 0.211 -0.000 -0.018 0.040
0.750 -0.000 -0.325 0.211 -0.000 -0.002 0.064
4:LL3 0.000 -0.000 -0.465 0.171 -0.000 -0.130 -0.257
0.075 -0.000 -0.465 0.171 -0.000 -0.117 -0.222
0.150 -0.000 -0.465 0.171 -0.000 -0.104 -0.187
0.225 -0.000 -0.465 0.171 -0.000 -0.091 -0.152
0.300 -0.000 -0.465 0.171 -0.000 -0.079 -0.117
0.375 -0.000 -0.465 0.171 -0.000 -0.066 -0.083
0.450 -0.000 -0.465 0.171 -0.000 -0.053 -0.048
0.525 -0.000 -0.465 0.171 -0.000 -0.040 -0.013
0.600 -0.000 -0.465 0.171 -0.000 -0.027 0.022
0.675 -0.000 -0.465 0.171 -0.000 -0.014 0.057
0.750 -0.000 -0.465 0.171 -0.000 -0.001 0.092
5:ULS 1 0.000 -0.000 -0.233 0.279 -0.000 -0.212 -0.183
0.075 -0.000 -0.252 0.279 -0.000 -0.191 -0.164
0.150 -0.000 -0.270 0.279 -0.000 -0.170 -0.145
0.225 -0.000 -0.288 0.279 -0.000 -0.149 -0.124
0.300 -0.000 -0.307 0.279 -0.000 -0.128 -0.102
0.375 -0.000 -0.325 0.279 -0.000 -0.107 -0.078
0.450 -0.000 -0.344 0.279 -0.000 -0.086 -0.053
0.525 -0.000 -0.362 0.279 -0.000 -0.065 -0.026
0.600 -0.000 -0.380 0.279 -0.000 -0.044 0.001
0.675 -0.000 -0.399 0.279 -0.000 -0.023 0.031
0.750 -0.000 -0.417 0.279 -0.000 -0.002 0.061
6:ULS 2 0.000 -0.000 -0.458 0.343 -0.000 -0.260 -0.307
0.075 -0.000 -0.477 0.343 -0.000 -0.234 -0.272
0.150 -0.000 -0.495 0.343 -0.000 -0.209 -0.235
0.225 -0.000 -0.514 0.343 -0.000 -0.183 -0.198
0.300 -0.000 -0.532 0.343 -0.000 -0.157 -0.158
0.375 -0.000 -0.550 0.343 -0.000 -0.131 -0.118
0.450 -0.000 -0.569 0.343 -0.000 -0.106 -0.076
0.525 -0.000 -0.587 0.343 -0.000 -0.080 -0.033
0.600 -0.000 -0.606 0.343 -0.000 -0.054 0.012
0.675 -0.000 -0.624 0.343 -0.000 -0.029 0.058
0.750 -0.000 -0.642 0.343 -0.000 -0.003 0.106
7:ULS 3 0.000 -0.000 -0.684 0.279 -0.000 -0.212 -0.431
0.075 -0.000 -0.702 0.279 -0.000 -0.191 -0.379
0.150 -0.000 -0.720 0.279 -0.000 -0.170 -0.326
0.225 -0.000 -0.739 0.279 -0.000 -0.149 -0.271
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
100
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 100 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.300 -0.000 -0.757 0.279 -0.000 -0.128 -0.215
0.375 -0.000 -0.776 0.279 -0.000 -0.107 -0.158
0.450 -0.000 -0.794 0.279 -0.000 -0.086 -0.099
0.525 -0.000 -0.812 0.279 -0.000 -0.065 -0.039
0.600 -0.000 -0.831 0.279 -0.000 -0.044 0.023
0.675 -0.000 -0.849 0.279 -0.000 -0.023 0.086
0.750 -0.000 -0.868 0.279 -0.000 -0.002 0.150
8:SLS 1 0.000 -0.000 -0.140 0.175 -0.000 -0.133 -0.116
0.075 -0.000 -0.153 0.175 -0.000 -0.120 -0.105
0.150 -0.000 -0.167 0.175 -0.000 -0.107 -0.093
0.225 -0.000 -0.180 0.175 -0.000 -0.093 -0.080
0.300 -0.000 -0.193 0.175 -0.000 -0.080 -0.066
0.375 -0.000 -0.206 0.175 -0.000 -0.067 -0.051
0.450 -0.000 -0.219 0.175 -0.000 -0.054 -0.035
0.525 -0.000 -0.232 0.175 -0.000 -0.041 -0.018
0.600 -0.000 -0.245 0.175 -0.000 -0.028 -0.000
0.675 -0.000 -0.259 0.175 -0.000 -0.015 0.019
0.750 -0.000 -0.272 0.175 -0.000 -0.002 0.039
9:SLS 2 0.000 -0.000 -0.281 0.215 -0.000 -0.163 -0.194
0.075 -0.000 -0.294 0.215 -0.000 -0.147 -0.172
0.150 -0.000 -0.307 0.215 -0.000 -0.131 -0.150
0.225 -0.000 -0.320 0.215 -0.000 -0.115 -0.126
0.300 -0.000 -0.334 0.215 -0.000 -0.098 -0.101
0.375 -0.000 -0.347 0.215 -0.000 -0.082 -0.076
0.450 -0.000 -0.360 0.215 -0.000 -0.066 -0.049
0.525 -0.000 -0.373 0.215 -0.000 -0.050 -0.022
0.600 -0.000 -0.386 0.215 -0.000 -0.034 0.007
0.675 -0.000 -0.399 0.215 -0.000 -0.018 0.036
0.750 -0.000 -0.412 0.215 -0.000 -0.002 0.066
10:SLS 3 0.000 -0.000 -0.422 0.175 -0.000 -0.133 -0.271
0.075 -0.000 -0.435 0.175 -0.000 -0.120 -0.239
0.150 -0.000 -0.448 0.175 -0.000 -0.107 -0.206
0.225 -0.000 -0.461 0.175 -0.000 -0.093 -0.172
0.300 -0.000 -0.474 0.175 -0.000 -0.080 -0.137
0.375 -0.000 -0.487 0.175 -0.000 -0.067 -0.101
0.450 -0.000 -0.501 0.175 -0.000 -0.054 -0.064
0.525 -0.000 -0.514 0.175 -0.000 -0.041 -0.026
0.600 -0.000 -0.527 0.175 -0.000 -0.028 0.013
0.675 -0.000 -0.540 0.175 -0.000 -0.015 0.053
0.750 -0.000 -0.553 0.175 -0.000 -0.002 0.094
9 1:DL 0.000 -0.087 -0.000 -0.007 0.000 -0.000 -0.000
0.150 -0.114 -0.000 -0.007 0.000 -0.001 -0.000
0.300 -0.140 -0.000 -0.007 0.000 -0.002 -0.000
0.450 -0.166 -0.000 -0.007 0.000 -0.003 -0.000
0.600 -0.192 -0.000 -0.007 0.000 -0.004 -0.000
0.750 -0.219 -0.000 -0.007 0.000 -0.006 0.000
0.900 -0.245 -0.000 -0.007 0.000 -0.007 0.000
1.050 -0.271 -0.000 -0.007 0.000 -0.008 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
101
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 101 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.200 -0.298 -0.000 -0.007 0.000 -0.009 0.000
1.350 -0.324 -0.000 -0.007 0.000 -0.010 0.000
1.500 -0.350 -0.000 -0.007 0.000 -0.011 0.000
2:LL1 0.000 0.368 -0.000 -0.343 -0.000 -0.000 0.000
0.150 0.368 -0.000 -0.343 -0.000 -0.051 0.000
0.300 0.368 -0.000 -0.343 -0.000 -0.103 0.000
0.450 0.368 -0.000 -0.343 -0.000 -0.154 0.000
0.600 0.368 -0.000 -0.343 -0.000 -0.206 0.000
0.750 0.368 -0.000 -0.343 -0.000 -0.257 0.000
0.900 0.368 -0.000 -0.343 -0.000 -0.308 0.000
1.050 0.368 -0.000 -0.343 -0.000 -0.360 0.000
1.200 0.368 -0.000 -0.343 -0.000 -0.411 0.000
1.350 0.368 -0.000 -0.343 -0.000 -0.463 0.000
1.500 0.368 -0.000 -0.343 -0.000 -0.514 0.000
3:LL2 0.000 0.649 0.000 -0.422 -0.000 -0.000 0.000
0.150 0.649 0.000 -0.422 -0.000 -0.063 0.000
0.300 0.649 0.000 -0.422 -0.000 -0.127 0.000
0.450 0.649 0.000 -0.422 -0.000 -0.190 0.000
0.600 0.649 0.000 -0.422 -0.000 -0.253 0.000
0.750 0.649 0.000 -0.422 -0.000 -0.316 0.000
0.900 0.649 0.000 -0.422 -0.000 -0.380 0.000
1.050 0.649 0.000 -0.422 -0.000 -0.443 0.000
1.200 0.649 0.000 -0.422 -0.000 -0.506 0.000
1.350 0.649 0.000 -0.422 -0.000 -0.570 0.000
1.500 0.649 0.000 -0.422 -0.000 -0.633 0.000
4:LL3 0.000 0.931 -0.000 -0.343 -0.000 -0.000 -0.000
0.150 0.931 -0.000 -0.343 -0.000 -0.051 -0.000
0.300 0.931 -0.000 -0.343 -0.000 -0.103 -0.000
0.450 0.931 -0.000 -0.343 -0.000 -0.154 -0.000
0.600 0.931 -0.000 -0.343 -0.000 -0.206 -0.000
0.750 0.931 -0.000 -0.343 -0.000 -0.257 -0.000
0.900 0.931 -0.000 -0.343 -0.000 -0.308 -0.000
1.050 0.931 -0.000 -0.343 -0.000 -0.360 -0.000
1.200 0.931 -0.000 -0.343 -0.000 -0.411 -0.000
1.350 0.931 -0.000 -0.343 -0.000 -0.463 0.000
1.500 0.931 -0.000 -0.343 -0.000 -0.514 0.000
5:ULS 1 0.000 0.467 -0.000 -0.559 -0.000 -0.000 -0.000
0.150 0.430 -0.000 -0.559 -0.000 -0.084 -0.000
0.300 0.393 -0.000 -0.559 -0.000 -0.168 -0.000
0.450 0.356 -0.000 -0.559 -0.000 -0.251 -0.000
0.600 0.319 -0.000 -0.559 -0.000 -0.335 0.000
0.750 0.283 -0.000 -0.559 -0.000 -0.419 0.000
0.900 0.246 -0.000 -0.559 -0.000 -0.503 0.000
1.050 0.209 -0.000 -0.559 -0.000 -0.587 0.000
1.200 0.172 -0.000 -0.559 -0.000 -0.670 0.000
1.350 0.136 -0.000 -0.559 -0.000 -0.754 0.000
1.500 0.099 -0.000 -0.559 -0.000 -0.838 0.000
6:ULS 2 0.000 0.917 -0.000 -0.685 -0.000 -0.000 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
102
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 102 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.150 0.880 -0.000 -0.685 -0.000 -0.103 -0.000
0.300 0.843 -0.000 -0.685 -0.000 -0.206 -0.000
0.450 0.807 -0.000 -0.685 -0.000 -0.308 0.000
0.600 0.770 -0.000 -0.685 -0.000 -0.411 0.000
0.750 0.733 -0.000 -0.685 -0.000 -0.514 0.000
0.900 0.696 -0.000 -0.685 -0.000 -0.617 0.000
1.050 0.659 -0.000 -0.685 -0.000 -0.720 0.000
1.200 0.623 -0.000 -0.685 -0.000 -0.822 0.000
1.350 0.586 -0.000 -0.685 -0.000 -0.925 0.000
1.500 0.549 -0.000 -0.685 -0.000 -1.028 0.000
7:ULS 3 0.000 1.367 -0.000 -0.559 -0.000 -0.000 -0.000
0.150 1.330 -0.000 -0.559 -0.000 -0.084 -0.000
0.300 1.294 -0.000 -0.559 -0.000 -0.168 -0.000
0.450 1.257 -0.000 -0.559 -0.000 -0.251 -0.000
0.600 1.220 -0.000 -0.559 -0.000 -0.335 -0.000
0.750 1.183 -0.000 -0.559 -0.000 -0.419 -0.000
0.900 1.147 -0.000 -0.559 -0.000 -0.503 -0.000
1.050 1.110 -0.000 -0.559 -0.000 -0.587 0.000
1.200 1.073 -0.000 -0.559 -0.000 -0.670 0.000
1.350 1.036 -0.000 -0.559 -0.000 -0.754 0.000
1.500 0.999 -0.000 -0.559 -0.000 -0.838 0.000
8:SLS 1 0.000 0.281 -0.000 -0.350 -0.000 -0.000 -0.000
0.150 0.254 -0.000 -0.350 -0.000 -0.053 -0.000
0.300 0.228 -0.000 -0.350 -0.000 -0.105 -0.000
0.450 0.202 -0.000 -0.350 -0.000 -0.158 -0.000
0.600 0.176 -0.000 -0.350 -0.000 -0.210 -0.000
0.750 0.149 -0.000 -0.350 -0.000 -0.263 0.000
0.900 0.123 -0.000 -0.350 -0.000 -0.315 0.000
1.050 0.097 -0.000 -0.350 -0.000 -0.368 0.000
1.200 0.071 -0.000 -0.350 -0.000 -0.420 0.000
1.350 0.044 -0.000 -0.350 -0.000 -0.473 0.000
1.500 0.018 -0.000 -0.350 -0.000 -0.525 0.000
9:SLS 2 0.000 0.562 -0.000 -0.429 -0.000 -0.000 -0.000
0.150 0.536 -0.000 -0.429 -0.000 -0.064 -0.000
0.300 0.510 -0.000 -0.429 -0.000 -0.129 -0.000
0.450 0.483 -0.000 -0.429 -0.000 -0.193 -0.000
0.600 0.457 -0.000 -0.429 -0.000 -0.258 0.000
0.750 0.431 -0.000 -0.429 -0.000 -0.322 0.000
0.900 0.405 -0.000 -0.429 -0.000 -0.386 0.000
1.050 0.378 -0.000 -0.429 -0.000 -0.451 0.000
1.200 0.352 -0.000 -0.429 -0.000 -0.515 0.000
1.350 0.326 -0.000 -0.429 -0.000 -0.580 0.000
1.500 0.299 -0.000 -0.429 -0.000 -0.644 0.000
10:SLS 3 0.000 0.844 -0.000 -0.350 -0.000 -0.000 -0.000
0.150 0.817 -0.000 -0.350 -0.000 -0.053 -0.000
0.300 0.791 -0.000 -0.350 -0.000 -0.105 -0.000
0.450 0.765 -0.000 -0.350 -0.000 -0.158 -0.000
0.600 0.738 -0.000 -0.350 -0.000 -0.210 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
103
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 103 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.750 0.712 -0.000 -0.350 -0.000 -0.263 -0.000
0.900 0.686 -0.000 -0.350 -0.000 -0.315 -0.000
1.050 0.660 -0.000 -0.350 -0.000 -0.368 0.000
1.200 0.633 -0.000 -0.350 -0.000 -0.420 0.000
1.350 0.607 -0.000 -0.350 -0.000 -0.473 0.000
1.500 0.581 -0.000 -0.350 -0.000 -0.525 0.000
10 1:DL 0.000 0.350 -0.000 -0.019 0.000 -0.028 -0.000
0.050 0.342 -0.000 -0.019 0.000 -0.029 -0.000
0.100 0.333 -0.000 -0.019 0.000 -0.030 -0.000
0.150 0.324 -0.000 -0.019 0.000 -0.031 -0.000
0.200 0.315 -0.000 -0.019 0.000 -0.032 -0.000
0.250 0.307 -0.000 -0.019 0.000 -0.033 -0.000
0.300 0.298 -0.000 -0.019 0.000 -0.034 -0.000
0.350 0.289 -0.000 -0.019 0.000 -0.035 -0.000
0.400 0.280 -0.000 -0.019 0.000 -0.035 -0.000
0.450 0.271 -0.000 -0.019 0.000 -0.036 -0.000
0.500 0.263 -0.000 -0.019 0.000 -0.037 -0.000
2:LL1 0.000 5.667 -0.000 -0.866 0.000 -1.299 -0.000
0.050 5.667 -0.000 -0.866 0.000 -1.343 -0.000
0.100 5.667 -0.000 -0.866 0.000 -1.386 -0.000
0.150 5.667 -0.000 -0.866 0.000 -1.429 -0.000
0.200 5.667 -0.000 -0.866 0.000 -1.473 -0.000
0.250 5.667 -0.000 -0.866 0.000 -1.516 -0.000
0.300 5.667 -0.000 -0.866 0.000 -1.559 -0.000
0.350 5.667 -0.000 -0.866 0.000 -1.603 0.000
0.400 5.667 -0.000 -0.866 0.000 -1.646 0.000
0.450 5.667 -0.000 -0.866 0.000 -1.689 0.000
0.500 5.667 -0.000 -0.866 0.000 -1.733 0.000
3:LL2 0.000 10.000 -0.000 -1.067 0.000 -1.600 -0.000
0.050 10.000 -0.000 -1.067 0.000 -1.653 -0.000
0.100 10.000 -0.000 -1.067 0.000 -1.707 -0.000
0.150 10.000 -0.000 -1.067 0.000 -1.760 -0.000
0.200 10.000 -0.000 -1.067 0.000 -1.813 -0.000
0.250 10.000 -0.000 -1.067 0.000 -1.867 -0.000
0.300 10.000 -0.000 -1.067 0.000 -1.920 -0.000
0.350 10.000 -0.000 -1.067 0.000 -1.973 -0.000
0.400 10.000 -0.000 -1.067 0.000 -2.027 0.000
0.450 10.000 -0.000 -1.067 0.000 -2.080 0.000
0.500 10.000 -0.000 -1.067 0.000 -2.133 0.000
4:LL3 0.000 14.333 0.000 -0.866 0.000 -1.299 0.000
0.050 14.333 0.000 -0.866 0.000 -1.343 0.000
0.100 14.333 0.000 -0.866 0.000 -1.386 0.000
0.150 14.333 0.000 -0.866 0.000 -1.429 0.000
0.200 14.333 0.000 -0.866 0.000 -1.473 0.000
0.250 14.333 0.000 -0.866 0.000 -1.516 0.000
0.300 14.333 0.000 -0.866 0.000 -1.559 0.000
0.350 14.333 0.000 -0.866 0.000 -1.603 0.000
0.400 14.333 0.000 -0.866 0.000 -1.646 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
104
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 104 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.450 14.333 0.000 -0.866 0.000 -1.689 0.000
0.500 14.333 0.000 -0.866 0.000 -1.733 0.000
5:ULS 1 0.000 9.557 -0.000 -1.412 0.000 -2.118 -0.000
0.050 9.545 -0.000 -1.412 0.000 -2.189 -0.000
0.100 9.533 -0.000 -1.412 0.000 -2.260 -0.000
0.150 9.520 -0.000 -1.412 0.000 -2.330 -0.000
0.200 9.508 -0.000 -1.412 0.000 -2.401 -0.000
0.250 9.496 -0.000 -1.412 0.000 -2.471 -0.000
0.300 9.484 -0.000 -1.412 0.000 -2.542 -0.000
0.350 9.471 -0.000 -1.412 0.000 -2.613 -0.000
0.400 9.459 -0.000 -1.412 0.000 -2.683 -0.000
0.450 9.447 -0.000 -1.412 0.000 -2.754 0.000
0.500 9.434 -0.000 -1.412 0.000 -2.825 0.000
6:ULS 2 0.000 16.490 -0.000 -1.733 0.000 -2.599 -0.000
0.050 16.478 -0.000 -1.733 0.000 -2.686 -0.000
0.100 16.466 -0.000 -1.733 0.000 -2.772 -0.000
0.150 16.454 -0.000 -1.733 0.000 -2.859 -0.000
0.200 16.441 -0.000 -1.733 0.000 -2.946 -0.000
0.250 16.429 -0.000 -1.733 0.000 -3.032 -0.000
0.300 16.417 -0.000 -1.733 0.000 -3.119 -0.000
0.350 16.405 -0.000 -1.733 0.000 -3.206 -0.000
0.400 16.392 -0.000 -1.733 0.000 -3.292 -0.000
0.450 16.380 -0.000 -1.733 0.000 -3.379 0.000
0.500 16.368 -0.000 -1.733 0.000 -3.465 0.000
7:ULS 3 0.000 23.424 0.000 -1.412 0.000 -2.118 -0.000
0.050 23.411 0.000 -1.412 0.000 -2.189 -0.000
0.100 23.399 0.000 -1.412 0.000 -2.260 -0.000
0.150 23.387 0.000 -1.412 0.000 -2.330 -0.000
0.200 23.375 0.000 -1.412 0.000 -2.401 -0.000
0.250 23.362 0.000 -1.412 0.000 -2.471 -0.000
0.300 23.350 0.000 -1.412 0.000 -2.542 -0.000
0.350 23.338 0.000 -1.412 0.000 -2.613 -0.000
0.400 23.326 0.000 -1.412 0.000 -2.683 -0.000
0.450 23.313 0.000 -1.412 0.000 -2.754 -0.000
0.500 23.301 0.000 -1.412 0.000 -2.825 -0.000
8:SLS 1 0.000 6.017 -0.000 -0.885 0.000 -1.327 -0.000
0.050 6.008 -0.000 -0.885 0.000 -1.372 -0.000
0.100 5.999 -0.000 -0.885 0.000 -1.416 -0.000
0.150 5.991 -0.000 -0.885 0.000 -1.460 -0.000
0.200 5.982 -0.000 -0.885 0.000 -1.504 -0.000
0.250 5.973 -0.000 -0.885 0.000 -1.549 -0.000
0.300 5.964 -0.000 -0.885 0.000 -1.593 -0.000
0.350 5.956 -0.000 -0.885 0.000 -1.637 -0.000
0.400 5.947 -0.000 -0.885 0.000 -1.681 -0.000
0.450 5.938 -0.000 -0.885 0.000 -1.726 0.000
0.500 5.929 -0.000 -0.885 0.000 -1.770 0.000
9:SLS 2 0.000 10.350 -0.000 -1.085 0.000 -1.628 -0.000
0.050 10.342 -0.000 -1.085 0.000 -1.682 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
105
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 105 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.100 10.333 -0.000 -1.085 0.000 -1.736 -0.000
0.150 10.324 -0.000 -1.085 0.000 -1.791 -0.000
0.200 10.315 -0.000 -1.085 0.000 -1.845 -0.000
0.250 10.307 -0.000 -1.085 0.000 -1.899 -0.000
0.300 10.298 -0.000 -1.085 0.000 -1.954 -0.000
0.350 10.289 -0.000 -1.085 0.000 -2.008 -0.000
0.400 10.280 -0.000 -1.085 0.000 -2.062 -0.000
0.450 10.271 -0.000 -1.085 0.000 -2.116 0.000
0.500 10.263 -0.000 -1.085 0.000 -2.171 0.000
10:SLS 3 0.000 14.684 -0.000 -0.885 0.000 -1.327 -0.000
0.050 14.675 -0.000 -0.885 0.000 -1.372 -0.000
0.100 14.666 -0.000 -0.885 0.000 -1.416 -0.000
0.150 14.657 -0.000 -0.885 0.000 -1.460 -0.000
0.200 14.649 -0.000 -0.885 0.000 -1.504 -0.000
0.250 14.640 -0.000 -0.885 0.000 -1.549 -0.000
0.300 14.631 -0.000 -0.885 0.000 -1.593 -0.000
0.350 14.622 -0.000 -0.885 0.000 -1.637 -0.000
0.400 14.614 -0.000 -0.885 0.000 -1.681 -0.000
0.450 14.605 -0.000 -0.885 0.000 -1.726 -0.000
0.500 14.596 -0.000 -0.885 0.000 -1.770 -0.000
11 1:DL 0.000 0.433 0.082 -0.006 0.000 0.009 0.026
0.168 0.459 0.069 -0.006 0.000 0.009 0.013
0.335 0.485 0.056 -0.006 0.000 0.008 0.003
0.503 0.512 0.043 -0.006 0.000 0.007 -0.005
0.671 0.538 0.030 -0.006 0.000 0.006 -0.012
0.839 0.564 0.017 -0.006 0.000 0.005 -0.016
1.006 0.590 0.004 -0.006 0.000 0.004 -0.017
1.174 0.617 -0.009 -0.006 0.000 0.003 -0.017
1.342 0.643 -0.023 -0.006 0.000 0.002 -0.014
1.509 0.669 -0.036 -0.006 0.000 0.001 -0.009
1.677 0.695 -0.049 -0.006 0.000 -0.000 -0.002
2:LL1 0.000 2.975 0.026 -0.262 0.001 0.438 0.007
0.168 2.975 0.026 -0.262 0.001 0.395 0.003
0.335 2.975 0.026 -0.262 0.001 0.351 -0.002
0.503 2.975 0.026 -0.262 0.001 0.307 -0.006
0.671 2.975 0.026 -0.262 0.001 0.263 -0.010
0.839 2.975 0.026 -0.262 0.001 0.219 -0.015
1.006 2.975 0.026 -0.262 0.001 0.175 -0.019
1.174 2.975 0.026 -0.262 0.001 0.131 -0.023
1.342 2.975 0.026 -0.262 0.001 0.087 -0.028
1.509 2.975 0.026 -0.262 0.001 0.043 -0.032
1.677 2.975 0.026 -0.262 0.001 -0.001 -0.036
3:LL2 0.000 5.250 0.046 -0.322 0.002 0.540 0.013
0.168 5.250 0.046 -0.322 0.002 0.486 0.005
0.335 5.250 0.046 -0.322 0.002 0.432 -0.003
0.503 5.250 0.046 -0.322 0.002 0.378 -0.010
0.671 5.250 0.046 -0.322 0.002 0.324 -0.018
0.839 5.250 0.046 -0.322 0.002 0.269 -0.026
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
106
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 106 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.006 5.250 0.046 -0.322 0.002 0.215 -0.033
1.174 5.250 0.046 -0.322 0.002 0.161 -0.041
1.342 5.250 0.046 -0.322 0.002 0.107 -0.049
1.509 5.250 0.046 -0.322 0.002 0.053 -0.057
1.677 5.250 0.046 -0.322 0.002 -0.001 -0.064
4:LL3 0.000 7.525 0.066 -0.262 0.001 0.438 0.018
0.168 7.525 0.066 -0.262 0.001 0.395 0.007
0.335 7.525 0.066 -0.262 0.001 0.351 -0.004
0.503 7.525 0.066 -0.262 0.001 0.307 -0.015
0.671 7.525 0.066 -0.262 0.001 0.263 -0.026
0.839 7.525 0.066 -0.262 0.001 0.219 -0.037
1.006 7.525 0.066 -0.262 0.001 0.175 -0.048
1.174 7.525 0.066 -0.262 0.001 0.131 -0.059
1.342 7.525 0.066 -0.262 0.001 0.087 -0.070
1.509 7.525 0.066 -0.262 0.001 0.043 -0.081
1.677 7.525 0.066 -0.262 0.001 -0.001 -0.092
5:ULS 1 0.000 5.366 0.157 -0.427 0.002 0.715 0.048
0.168 5.403 0.139 -0.427 0.002 0.643 0.023
0.335 5.439 0.120 -0.427 0.002 0.572 0.002
0.503 5.476 0.102 -0.427 0.002 0.500 -0.017
0.671 5.513 0.083 -0.427 0.002 0.428 -0.033
0.839 5.550 0.065 -0.427 0.002 0.357 -0.045
1.006 5.587 0.047 -0.427 0.002 0.285 -0.054
1.174 5.623 0.028 -0.427 0.002 0.214 -0.061
1.342 5.660 0.010 -0.427 0.002 0.142 -0.064
1.509 5.697 -0.008 -0.427 0.002 0.070 -0.064
1.677 5.734 -0.027 -0.427 0.002 -0.001 -0.061
6:ULS 2 0.000 9.006 0.189 -0.524 0.003 0.877 0.057
0.168 9.043 0.170 -0.524 0.003 0.789 0.027
0.335 9.079 0.152 -0.524 0.003 0.701 -0.000
0.503 9.116 0.134 -0.524 0.003 0.613 -0.024
0.671 9.153 0.115 -0.524 0.003 0.526 -0.045
0.839 9.190 0.097 -0.524 0.003 0.438 -0.063
1.006 9.227 0.078 -0.524 0.003 0.350 -0.078
1.174 9.263 0.060 -0.524 0.003 0.262 -0.089
1.342 9.300 0.042 -0.524 0.003 0.174 -0.098
1.509 9.337 0.023 -0.524 0.003 0.086 -0.103
1.677 9.374 0.005 -0.524 0.003 -0.001 -0.106
7:ULS 3 0.000 12.646 0.221 -0.427 0.002 0.715 0.066
0.168 12.683 0.202 -0.427 0.002 0.643 0.030
0.335 12.719 0.184 -0.427 0.002 0.572 -0.002
0.503 12.756 0.165 -0.427 0.002 0.500 -0.031
0.671 12.793 0.147 -0.427 0.002 0.428 -0.058
0.839 12.830 0.129 -0.427 0.002 0.357 -0.081
1.006 12.867 0.110 -0.427 0.002 0.285 -0.101
1.174 12.903 0.092 -0.427 0.002 0.214 -0.118
1.342 12.940 0.073 -0.427 0.002 0.142 -0.131
1.509 12.977 0.055 -0.427 0.002 0.070 -0.142
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
107
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 107 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.677 13.014 0.037 -0.427 0.002 -0.001 -0.150
8:SLS 1 0.000 3.408 0.108 -0.267 0.001 0.448 0.033
0.168 3.434 0.095 -0.267 0.001 0.403 0.016
0.335 3.460 0.082 -0.267 0.001 0.358 0.001
0.503 3.487 0.069 -0.267 0.001 0.313 -0.011
0.671 3.513 0.056 -0.267 0.001 0.268 -0.022
0.839 3.539 0.043 -0.267 0.001 0.224 -0.030
1.006 3.565 0.030 -0.267 0.001 0.179 -0.036
1.174 3.592 0.017 -0.267 0.001 0.134 -0.040
1.342 3.618 0.003 -0.267 0.001 0.089 -0.042
1.509 3.644 -0.010 -0.267 0.001 0.044 -0.041
1.677 3.670 -0.023 -0.267 0.001 -0.001 -0.039
9:SLS 2 0.000 5.683 0.128 -0.328 0.002 0.549 0.039
0.168 5.709 0.115 -0.328 0.002 0.494 0.018
0.335 5.735 0.102 -0.328 0.002 0.439 0.000
0.503 5.762 0.089 -0.328 0.002 0.384 -0.016
0.671 5.788 0.076 -0.328 0.002 0.329 -0.030
0.839 5.814 0.063 -0.328 0.002 0.274 -0.041
1.006 5.840 0.050 -0.328 0.002 0.219 -0.051
1.174 5.867 0.036 -0.328 0.002 0.164 -0.058
1.342 5.893 0.023 -0.328 0.002 0.109 -0.063
1.509 5.919 0.010 -0.328 0.002 0.054 -0.066
1.677 5.945 -0.003 -0.328 0.002 -0.001 -0.066
10:SLS 3 0.000 7.958 0.148 -0.267 0.001 0.448 0.044
0.168 7.984 0.135 -0.267 0.001 0.403 0.021
0.335 8.010 0.122 -0.267 0.001 0.358 -0.001
0.503 8.037 0.109 -0.267 0.001 0.313 -0.020
0.671 8.063 0.096 -0.267 0.001 0.268 -0.037
0.839 8.089 0.083 -0.267 0.001 0.224 -0.052
1.006 8.115 0.069 -0.267 0.001 0.179 -0.065
1.174 8.142 0.056 -0.267 0.001 0.134 -0.076
1.342 8.168 0.043 -0.267 0.001 0.089 -0.084
1.509 8.194 0.030 -0.267 0.001 0.044 -0.090
1.677 8.221 0.017 -0.267 0.001 -0.001 -0.094
12 1:DL 0.000 0.433 0.082 0.006 -0.000 -0.009 0.026
0.168 0.459 0.069 0.006 -0.000 -0.009 0.013
0.335 0.485 0.056 0.006 -0.000 -0.008 0.003
0.503 0.512 0.043 0.006 -0.000 -0.007 -0.005
0.671 0.538 0.030 0.006 -0.000 -0.006 -0.012
0.839 0.564 0.017 0.006 -0.000 -0.005 -0.016
1.006 0.590 0.004 0.006 -0.000 -0.004 -0.017
1.174 0.617 -0.009 0.006 -0.000 -0.003 -0.017
1.342 0.643 -0.023 0.006 -0.000 -0.002 -0.014
1.509 0.669 -0.036 0.006 -0.000 -0.001 -0.009
1.677 0.695 -0.049 0.006 -0.000 0.000 -0.002
2:LL1 0.000 2.975 0.026 0.262 -0.001 -0.438 0.007
0.168 2.975 0.026 0.262 -0.001 -0.395 0.003
0.335 2.975 0.026 0.262 -0.001 -0.351 -0.002
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
108
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 108 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
0.503 2.975 0.026 0.262 -0.001 -0.307 -0.006
0.671 2.975 0.026 0.262 -0.001 -0.263 -0.010
0.839 2.975 0.026 0.262 -0.001 -0.219 -0.015
1.006 2.975 0.026 0.262 -0.001 -0.175 -0.019
1.174 2.975 0.026 0.262 -0.001 -0.131 -0.023
1.342 2.975 0.026 0.262 -0.001 -0.087 -0.028
1.509 2.975 0.026 0.262 -0.001 -0.043 -0.032
1.677 2.975 0.026 0.262 -0.001 0.001 -0.036
3:LL2 0.000 5.250 0.046 0.322 -0.002 -0.540 0.013
0.168 5.250 0.046 0.322 -0.002 -0.486 0.005
0.335 5.250 0.046 0.322 -0.002 -0.432 -0.003
0.503 5.250 0.046 0.322 -0.002 -0.378 -0.010
0.671 5.250 0.046 0.322 -0.002 -0.324 -0.018
0.839 5.250 0.046 0.322 -0.002 -0.269 -0.026
1.006 5.250 0.046 0.322 -0.002 -0.215 -0.033
1.174 5.250 0.046 0.322 -0.002 -0.161 -0.041
1.342 5.250 0.046 0.322 -0.002 -0.107 -0.049
1.509 5.250 0.046 0.322 -0.002 -0.053 -0.057
1.677 5.250 0.046 0.322 -0.002 0.001 -0.064
4:LL3 0.000 7.525 0.066 0.262 -0.001 -0.438 0.018
0.168 7.525 0.066 0.262 -0.001 -0.395 0.007
0.335 7.525 0.066 0.262 -0.001 -0.351 -0.004
0.503 7.525 0.066 0.262 -0.001 -0.307 -0.015
0.671 7.525 0.066 0.262 -0.001 -0.263 -0.026
0.839 7.525 0.066 0.262 -0.001 -0.219 -0.037
1.006 7.525 0.066 0.262 -0.001 -0.175 -0.048
1.174 7.525 0.066 0.262 -0.001 -0.131 -0.059
1.342 7.525 0.066 0.262 -0.001 -0.087 -0.070
1.509 7.525 0.066 0.262 -0.001 -0.043 -0.081
1.677 7.525 0.066 0.262 -0.001 0.001 -0.092
5:ULS 1 0.000 5.366 0.157 0.427 -0.002 -0.715 0.048
0.168 5.403 0.139 0.427 -0.002 -0.643 0.023
0.335 5.439 0.120 0.427 -0.002 -0.572 0.002
0.503 5.476 0.102 0.427 -0.002 -0.500 -0.017
0.671 5.513 0.083 0.427 -0.002 -0.428 -0.033
0.839 5.550 0.065 0.427 -0.002 -0.357 -0.045
1.006 5.587 0.047 0.427 -0.002 -0.285 -0.054
1.174 5.623 0.028 0.427 -0.002 -0.214 -0.061
1.342 5.660 0.010 0.427 -0.002 -0.142 -0.064
1.509 5.697 -0.008 0.427 -0.002 -0.070 -0.064
1.677 5.734 -0.027 0.427 -0.002 0.001 -0.061
6:ULS 2 0.000 9.006 0.189 0.524 -0.003 -0.877 0.057
0.168 9.043 0.170 0.524 -0.003 -0.789 0.027
0.335 9.079 0.152 0.524 -0.003 -0.701 -0.000
0.503 9.116 0.134 0.524 -0.003 -0.613 -0.024
0.671 9.153 0.115 0.524 -0.003 -0.526 -0.045
0.839 9.190 0.097 0.524 -0.003 -0.438 -0.063
1.006 9.227 0.078 0.524 -0.003 -0.350 -0.078
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
109
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 109 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.174 9.263 0.060 0.524 -0.003 -0.262 -0.089
1.342 9.300 0.042 0.524 -0.003 -0.174 -0.098
1.509 9.337 0.023 0.524 -0.003 -0.086 -0.103
1.677 9.374 0.005 0.524 -0.003 0.001 -0.106
7:ULS 3 0.000 12.646 0.221 0.427 -0.002 -0.715 0.066
0.168 12.683 0.202 0.427 -0.002 -0.643 0.030
0.335 12.719 0.184 0.427 -0.002 -0.572 -0.002
0.503 12.756 0.165 0.427 -0.002 -0.500 -0.031
0.671 12.793 0.147 0.427 -0.002 -0.428 -0.058
0.839 12.830 0.129 0.427 -0.002 -0.357 -0.081
1.006 12.867 0.110 0.427 -0.002 -0.285 -0.101
1.174 12.903 0.092 0.427 -0.002 -0.214 -0.118
1.342 12.940 0.073 0.427 -0.002 -0.142 -0.131
1.509 12.977 0.055 0.427 -0.002 -0.070 -0.142
1.677 13.014 0.037 0.427 -0.002 0.001 -0.150
8:SLS 1 0.000 3.408 0.108 0.267 -0.001 -0.448 0.033
0.168 3.434 0.095 0.267 -0.001 -0.403 0.016
0.335 3.460 0.082 0.267 -0.001 -0.358 0.001
0.503 3.487 0.069 0.267 -0.001 -0.313 -0.011
0.671 3.513 0.056 0.267 -0.001 -0.268 -0.022
0.839 3.539 0.043 0.267 -0.001 -0.224 -0.030
1.006 3.565 0.030 0.267 -0.001 -0.179 -0.036
1.174 3.592 0.017 0.267 -0.001 -0.134 -0.040
1.342 3.618 0.003 0.267 -0.001 -0.089 -0.042
1.509 3.644 -0.010 0.267 -0.001 -0.044 -0.041
1.677 3.670 -0.023 0.267 -0.001 0.001 -0.039
9:SLS 2 0.000 5.683 0.128 0.328 -0.002 -0.549 0.039
0.168 5.709 0.115 0.328 -0.002 -0.494 0.018
0.335 5.735 0.102 0.328 -0.002 -0.439 0.000
0.503 5.762 0.089 0.328 -0.002 -0.384 -0.016
0.671 5.788 0.076 0.328 -0.002 -0.329 -0.030
0.839 5.814 0.063 0.328 -0.002 -0.274 -0.041
1.006 5.840 0.050 0.328 -0.002 -0.219 -0.051
1.174 5.867 0.036 0.328 -0.002 -0.164 -0.058
1.342 5.893 0.023 0.328 -0.002 -0.109 -0.063
1.509 5.919 0.010 0.328 -0.002 -0.054 -0.066
1.677 5.945 -0.003 0.328 -0.002 0.001 -0.066
10:SLS 3 0.000 7.958 0.148 0.267 -0.001 -0.448 0.044
0.168 7.984 0.135 0.267 -0.001 -0.403 0.021
0.335 8.010 0.122 0.267 -0.001 -0.358 -0.001
0.503 8.037 0.109 0.267 -0.001 -0.313 -0.020
0.671 8.063 0.096 0.267 -0.001 -0.268 -0.037
0.839 8.089 0.083 0.267 -0.001 -0.224 -0.052
1.006 8.115 0.069 0.267 -0.001 -0.179 -0.065
1.174 8.142 0.056 0.267 -0.001 -0.134 -0.076
1.342 8.168 0.043 0.267 -0.001 -0.089 -0.084
1.509 8.194 0.030 0.267 -0.001 -0.044 -0.090
1.677 8.221 0.017 0.267 -0.001 0.001 -0.094
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
110
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 110 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
13 1:DL 0.000 0.019 0.263 -0.000 -0.000 0.000 0.037
0.300 0.019 0.210 -0.000 -0.000 0.000 -0.033
0.600 0.019 0.158 -0.000 -0.000 0.000 -0.087
0.900 0.019 0.105 -0.000 -0.000 0.000 -0.127
1.200 0.019 0.053 -0.000 -0.000 0.000 -0.151
1.500 0.019 0.000 -0.000 -0.000 0.000 -0.160
1.800 0.019 -0.053 -0.000 -0.000 0.000 -0.151
2.100 0.019 -0.105 -0.000 -0.000 0.000 -0.127
2.400 0.019 -0.158 -0.000 -0.000 0.000 -0.087
2.700 0.019 -0.210 -0.000 -0.000 0.000 -0.033
3.000 0.019 -0.263 -0.000 -0.000 0.000 0.037
2:LL1 0.000 0.866 14.333 -0.000 0.000 0.000 1.733
0.300 0.866 14.333 -0.000 0.000 0.000 -2.567
0.600 0.866 14.333 -0.000 0.000 0.000 -6.867
0.900 0.866 2.333 -0.000 0.000 -0.000 -9.367
1.200 0.866 -5.667 -0.000 0.000 -0.000 -8.467
1.500 0.866 -5.667 -0.000 0.000 -0.000 -6.767
1.800 0.866 -5.667 -0.000 0.000 -0.000 -5.067
2.100 0.866 -5.667 -0.000 0.000 -0.000 -3.367
2.400 0.866 -5.667 -0.000 0.000 -0.000 -1.667
2.700 0.866 -5.667 -0.000 0.000 -0.000 0.033
3.000 0.866 -5.667 -0.000 0.000 -0.000 1.733
3:LL2 0.000 1.067 10.000 -0.000 0.000 0.000 2.133
0.300 1.067 10.000 -0.000 0.000 0.000 -0.867
0.600 1.067 10.000 -0.000 0.000 0.000 -3.867
0.900 1.067 10.000 -0.000 0.000 0.000 -6.867
1.200 1.067 10.000 -0.000 0.000 0.000 -9.867
1.500 1.067 10.000 -0.000 0.000 0.000 -12.867
1.800 1.067 -10.000 -0.000 0.000 -0.000 -9.867
2.100 1.067 -10.000 -0.000 0.000 -0.000 -6.867
2.400 1.067 -10.000 -0.000 0.000 -0.000 -3.867
2.700 1.067 -10.000 -0.000 0.000 -0.000 -0.867
3.000 1.067 -10.000 -0.000 0.000 -0.000 2.133
4:LL3 0.000 0.866 5.667 -0.000 0.000 0.000 1.733
0.300 0.866 5.667 -0.000 0.000 0.000 0.033
0.600 0.866 5.667 -0.000 0.000 0.000 -1.667
0.900 0.866 5.667 -0.000 0.000 0.000 -3.367
1.200 0.866 5.667 -0.000 0.000 0.000 -5.067
1.500 0.866 5.667 -0.000 0.000 0.000 -6.767
1.800 0.866 5.667 -0.000 0.000 0.000 -8.467
2.100 0.866 -2.333 -0.000 0.000 0.000 -9.367
2.400 0.866 -14.333 -0.000 0.000 0.000 -6.867
2.700 0.866 -14.333 -0.000 0.000 0.000 -2.567
3.000 0.866 -14.333 -0.000 0.000 -0.000 1.733
5:ULS 1 0.000 1.412 23.301 -0.000 0.000 0.000 2.825
0.300 1.412 23.228 -0.000 0.000 0.000 -4.154
0.600 1.412 23.154 -0.000 0.000 0.000 -11.110
0.900 1.412 3.880 -0.000 0.000 -0.000 -15.165
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
111
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 111 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
1.200 1.412 -8.993 -0.000 0.000 -0.000 -13.759
1.500 1.412 -9.067 -0.000 0.000 -0.000 -11.051
1.800 1.412 -9.140 -0.000 0.000 -0.000 -8.319
2.100 1.412 -9.214 -0.000 0.000 -0.000 -5.565
2.400 1.412 -9.287 -0.000 0.000 -0.000 -2.790
2.700 1.412 -9.361 -0.000 0.000 -0.000 0.006
3.000 1.412 -9.434 -0.000 0.000 -0.000 2.825
6:ULS 2 0.000 1.733 16.368 -0.000 0.000 0.000 3.465
0.300 1.733 16.294 -0.000 0.000 0.000 -1.433
0.600 1.733 16.221 -0.000 0.000 0.000 -6.309
0.900 1.733 16.147 -0.000 0.000 0.000 -11.164
1.200 1.733 16.074 -0.000 0.000 0.000 -15.998
1.500 1.733 16.000 -0.000 0.000 0.000 -20.810
1.800 1.733 -16.074 -0.000 0.000 -0.000 -15.998
2.100 1.733 -16.147 -0.000 0.000 -0.000 -11.164
2.400 1.733 -16.221 -0.000 0.000 -0.000 -6.309
2.700 1.733 -16.294 -0.000 0.000 -0.000 -1.433
3.000 1.733 -16.368 -0.000 0.000 -0.000 3.465
7:ULS 3 0.000 1.412 9.434 -0.000 0.000 0.000 2.825
0.300 1.412 9.361 -0.000 0.000 0.000 0.006
0.600 1.412 9.287 -0.000 0.000 0.000 -2.790
0.900 1.412 9.214 -0.000 0.000 0.000 -5.565
1.200 1.412 9.140 -0.000 0.000 0.000 -8.319
1.500 1.412 9.067 -0.000 0.000 0.000 -11.051
1.800 1.412 8.993 -0.000 0.000 0.000 -13.759
2.100 1.412 -3.880 -0.000 0.000 0.000 -15.165
2.400 1.412 -23.154 -0.000 0.000 0.000 -11.110
2.700 1.412 -23.228 -0.000 0.000 0.000 -4.154
3.000 1.412 -23.301 -0.000 0.000 -0.000 2.825
8:SLS 1 0.000 0.885 14.596 -0.000 0.000 0.000 1.770
0.300 0.885 14.544 -0.000 0.000 0.000 -2.600
0.600 0.885 14.491 -0.000 0.000 0.000 -6.955
0.900 0.885 2.438 -0.000 0.000 -0.000 -9.494
1.200 0.885 -5.614 -0.000 0.000 -0.000 -8.618
1.500 0.885 -5.667 -0.000 0.000 -0.000 -6.927
1.800 0.885 -5.719 -0.000 0.000 -0.000 -5.218
2.100 0.885 -5.772 -0.000 0.000 -0.000 -3.494
2.400 0.885 -5.824 -0.000 0.000 -0.000 -1.755
2.700 0.885 -5.877 -0.000 0.000 -0.000 -0.000
3.000 0.885 -5.929 -0.000 0.000 -0.000 1.770
9:SLS 2 0.000 1.085 10.263 -0.000 0.000 0.000 2.171
0.300 1.085 10.210 -0.000 0.000 0.000 -0.899
0.600 1.085 10.158 -0.000 0.000 0.000 -3.954
0.900 1.085 10.105 -0.000 0.000 0.000 -6.994
1.200 1.085 10.053 -0.000 0.000 0.000 -10.018
1.500 1.085 10.000 -0.000 0.000 0.000 -13.026
1.800 1.085 -10.053 -0.000 0.000 -0.000 -10.018
2.100 1.085 -10.105 -0.000 0.000 -0.000 -6.994
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
112
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 112 of 177STAAD.Pro for Windows 20.07.04.12
Beam Force Detail Cont... Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
2.400 1.085 -10.158 -0.000 0.000 -0.000 -3.954
2.700 1.085 -10.210 -0.000 0.000 -0.000 -0.899
3.000 1.085 -10.263 -0.000 0.000 -0.000 2.171
10:SLS 3 0.000 0.885 5.929 -0.000 0.000 0.000 1.770
0.300 0.885 5.877 -0.000 0.000 0.000 -0.000
0.600 0.885 5.824 -0.000 0.000 0.000 -1.755
0.900 0.885 5.772 -0.000 0.000 0.000 -3.494
1.200 0.885 5.719 -0.000 0.000 0.000 -5.218
1.500 0.885 5.667 -0.000 0.000 0.000 -6.927
1.800 0.885 5.614 -0.000 0.000 0.000 -8.618
2.100 0.885 -2.438 -0.000 0.000 0.000 -9.494
2.400 0.885 -14.491 -0.000 0.000 0.000 -6.955
2.700 0.885 -14.544 -0.000 0.000 0.000 -2.600
3.000 0.885 -14.596 -0.000 0.000 -0.000 1.770
Beam Force Detail SummarySign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from beam end A.
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
Max Fx 10 7:ULS 3 0.000 23.424 0.000 -1.412 0.000 -2.118 -0.000
Min Fx 3 1:DL 1.500 -0.350 0.000 0.007 -0.000 0.011 -0.000
Max Fy 13 5:ULS 1 0.000 1.412 23.301 -0.000 0.000 0.000 2.825
Min Fy 13 7:ULS 3 3.000 1.412 -23.301 -0.000 0.000 -0.000 2.825
Max Fz 4 6:ULS 2 0.000 16.490 0.000 1.733 0.000 2.599 0.000
Min Fz 10 6:ULS 2 0.000 16.490 -0.000 -1.733 0.000 -2.599 -0.000
Max Mx 6 6:ULS 2 0.000 9.006 0.189 -0.524 0.003 0.877 0.057
Min Mx 5 6:ULS 2 0.000 9.006 0.189 0.524 -0.003 -0.877 0.057
Max My 4 6:ULS 2 0.500 16.368 0.000 1.733 0.000 3.465 -0.000
Min My 10 6:ULS 2 0.500 16.368 -0.000 -1.733 0.000 -3.465 0.000
Max Mz 13 6:ULS 2 0.000 1.733 16.368 -0.000 0.000 0.000 3.465
Min Mz 13 6:ULS 2 1.500 1.733 16.000 -0.000 0.000 0.000 -20.810
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
113
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 113 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum MomentsDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max My
(kNm)
d
(m)
Max Mz
(kNm)
1 3 0.750 1:DL Max -ve 0.750 0.003 0.000 0.002
Max +ve 0.500 -0.020
2:LL1 Max -ve 0.750 0.130 0.000 0.092
Max +ve 0.750 -0.257
3:LL2 Max -ve 0.750 0.160 0.000 0.064
Max +ve 0.750 -0.179
4:LL3 Max -ve 0.750 0.130 0.000 0.036
Max +ve 0.750 -0.102
5:ULS 1 Max -ve 0.750 0.212 0.000 0.150
Max +ve 0.750 -0.431
6:ULS 2 Max -ve 0.750 0.260 0.000 0.106
Max +ve 0.750 -0.307
7:ULS 3 Max -ve 0.750 0.212 0.000 0.061
Max +ve 0.750 -0.183
8:SLS 1 Max -ve 0.750 0.133 0.000 0.094
Max +ve 0.750 -0.271
9:SLS 2 Max -ve 0.750 0.163 0.000 0.066
Max +ve 0.750 -0.194
10:SLS 3 Max -ve 0.750 0.133 0.000 0.039
Max +ve 0.750 -0.116
2 1 0.750 1:DL Max -ve 0.000 0.003 0.750 0.002
Max +ve 0.250 -0.020
2:LL1 Max -ve 0.000 0.130 0.750 0.092
Max +ve 0.000 -0.257
3:LL2 Max -ve 0.000 0.160 0.750 0.064
Max +ve 0.000 -0.179
4:LL3 Max -ve 0.000 0.130 0.750 0.036
Max +ve 0.000 -0.102
5:ULS 1 Max -ve 0.000 0.212 0.750 0.150
Max +ve 0.000 -0.431
6:ULS 2 Max -ve 0.000 0.260 0.750 0.106
Max +ve 0.000 -0.307
7:ULS 3 Max -ve 0.000 0.212 0.750 0.061
Max +ve 0.000 -0.183
8:SLS 1 Max -ve 0.000 0.133 0.750 0.094
Max +ve 0.000 -0.271
9:SLS 2 Max -ve 0.000 0.163 0.750 0.066
Max +ve 0.000 -0.194
10:SLS 3 Max -ve 0.000 0.133 0.750 0.039
Max +ve 0.000 -0.116
3 1 1.500 1:DL Max -ve 1.500 0.011 0.000 0.000
Max +ve 1.500 -0.000
2:LL1 Max -ve 1.500 0.514 0.000 0.000
Max +ve 1.500 -0.000
3:LL2 Max -ve 1.500 0.633 1.500 0.000
Max +ve 0.000 -0.000
4:LL3 Max -ve 1.500 0.514 0.000 0.000
Max +ve 0.000 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
114
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 114 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kNm)
d
(m)
Max Mz
(kNm)
5:ULS 1 Max -ve 1.500 0.838 0.000 0.000
Max +ve 1.500 -0.000
6:ULS 2 Max -ve 1.500 1.028 1.500 0.000
Max +ve 0.000 -0.000
7:ULS 3 Max -ve 1.500 0.838 0.000 0.000
Max +ve 1.500 -0.000
8:SLS 1 Max -ve 1.500 0.525 0.000 0.000
Max +ve 1.500 -0.000
9:SLS 2 Max -ve 1.500 0.644 1.500 0.000
Max +ve 0.000 -0.000
10:SLS 3 Max -ve 1.500 0.525 0.000 0.000
Max +ve 1.500 -0.000
4 5 0.500 1:DL Max -ve 0.500 0.037 0.000 0.000
Max +ve 0.500 -0.000
2:LL1 Max -ve 0.500 1.733 0.500 0.000
Max +ve 0.000 -0.000
3:LL2 Max -ve 0.500 2.133 0.000 0.000
Max +ve 0.500 -0.000
4:LL3 Max -ve 0.500 1.733 0.000 0.000
Max +ve 0.500 -0.000
5:ULS 1 Max -ve 0.500 2.825 0.500 0.000
Max +ve
6:ULS 2 Max -ve 0.500 3.465 0.000 0.000
Max +ve 0.500 -0.000
7:ULS 3 Max -ve 0.500 2.825 0.000 0.000
Max +ve 0.500 -0.000
8:SLS 1 Max -ve 0.500 1.770 0.500 0.000
Max +ve
9:SLS 2 Max -ve 0.500 2.171 0.000 0.000
Max +ve 0.500 -0.000
10:SLS 3 Max -ve 0.500 1.770 0.000 0.000
Max +ve 0.500 -0.000
5 5 1.677 1:DL Max -ve 1.677 0.000 0.000 0.026
Max +ve 0.000 -0.009 1.118 -0.017
2:LL1 Max -ve 1.677 0.001 0.000 0.018
Max +ve 0.000 -0.438 1.677 -0.092
3:LL2 Max -ve 1.677 0.001 0.000 0.013
Max +ve 0.000 -0.540 1.677 -0.064
4:LL3 Max -ve 1.677 0.001 0.000 0.007
Max +ve 0.000 -0.438 1.677 -0.036
5:ULS 1 Max -ve 1.677 0.001 0.000 0.066
Max +ve 0.000 -0.715 1.677 -0.150
6:ULS 2 Max -ve 1.677 0.001 0.000 0.057
Max +ve 0.000 -0.877 1.677 -0.106
7:ULS 3 Max -ve 1.677 0.001 0.000 0.048
Max +ve 0.000 -0.715 1.398 -0.064
8:SLS 1 Max -ve 1.677 0.001 0.000 0.044
Max +ve 0.000 -0.448 1.677 -0.094
9:SLS 2 Max -ve 1.677 0.001 0.000 0.039
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
115
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 115 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kNm)
d
(m)
Max Mz
(kNm)
Max +ve 0.000 -0.549 1.677 -0.066
10:SLS 3 Max -ve 1.677 0.001 0.000 0.033
Max +ve 0.000 -0.448 1.398 -0.042
6 5 1.677 1:DL Max -ve 0.000 0.009 0.000 0.026
Max +ve 1.677 -0.000 1.118 -0.017
2:LL1 Max -ve 0.000 0.438 0.000 0.018
Max +ve 1.677 -0.001 1.677 -0.092
3:LL2 Max -ve 0.000 0.540 0.000 0.013
Max +ve 1.677 -0.001 1.677 -0.064
4:LL3 Max -ve 0.000 0.438 0.000 0.007
Max +ve 1.677 -0.001 1.677 -0.036
5:ULS 1 Max -ve 0.000 0.715 0.000 0.066
Max +ve 1.677 -0.001 1.677 -0.150
6:ULS 2 Max -ve 0.000 0.877 0.000 0.057
Max +ve 1.677 -0.001 1.677 -0.106
7:ULS 3 Max -ve 0.000 0.715 0.000 0.048
Max +ve 1.677 -0.001 1.398 -0.064
8:SLS 1 Max -ve 0.000 0.448 0.000 0.044
Max +ve 1.677 -0.001 1.677 -0.094
9:SLS 2 Max -ve 0.000 0.549 0.000 0.039
Max +ve 1.677 -0.001 1.677 -0.066
10:SLS 3 Max -ve 0.000 0.448 0.000 0.033
Max +ve 1.677 -0.001 1.398 -0.042
7 8 0.750 1:DL Max -ve 0.000 0.002
Max +ve 0.750 -0.003 0.500 -0.020
2:LL1 Max -ve 0.000 0.036
Max +ve 0.750 -0.130 0.750 -0.102
3:LL2 Max -ve 0.000 0.064
Max +ve 0.750 -0.160 0.750 -0.179
4:LL3 Max -ve 0.000 0.092
Max +ve 0.750 -0.130 0.750 -0.257
5:ULS 1 Max -ve 0.000 0.061
Max +ve 0.750 -0.212 0.750 -0.183
6:ULS 2 Max -ve 0.000 0.106
Max +ve 0.750 -0.260 0.750 -0.307
7:ULS 3 Max -ve 0.000 0.150
Max +ve 0.750 -0.212 0.750 -0.431
8:SLS 1 Max -ve 0.000 0.039
Max +ve 0.750 -0.133 0.750 -0.116
9:SLS 2 Max -ve 0.000 0.066
Max +ve 0.750 -0.163 0.750 -0.194
10:SLS 3 Max -ve 0.000 0.094
Max +ve 0.750 -0.133 0.750 -0.271
8 6 0.750 1:DL Max -ve 0.750 0.002
Max +ve 0.000 -0.003 0.250 -0.020
2:LL1 Max -ve 0.750 0.036
Max +ve 0.000 -0.130 0.000 -0.102
3:LL2 Max -ve 0.750 0.064
Max +ve 0.000 -0.160 0.000 -0.179
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
116
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 116 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kNm)
d
(m)
Max Mz
(kNm)
4:LL3 Max -ve 0.750 0.092
Max +ve 0.000 -0.130 0.000 -0.257
5:ULS 1 Max -ve 0.750 0.061
Max +ve 0.000 -0.212 0.000 -0.183
6:ULS 2 Max -ve 0.750 0.106
Max +ve 0.000 -0.260 0.000 -0.307
7:ULS 3 Max -ve 0.750 0.150
Max +ve 0.000 -0.212 0.000 -0.431
8:SLS 1 Max -ve 0.750 0.039
Max +ve 0.000 -0.133 0.000 -0.116
9:SLS 2 Max -ve 0.750 0.066
Max +ve 0.000 -0.163 0.000 -0.194
10:SLS 3 Max -ve 0.750 0.094
Max +ve 0.000 -0.133 0.000 -0.271
9 6 1.500 1:DL Max -ve 1.500 0.000
Max +ve 1.500 -0.011 0.000 -0.000
2:LL1 Max -ve 1.500 0.000
Max +ve 1.500 -0.514
3:LL2 Max -ve 0.000 0.000
Max +ve 1.500 -0.633
4:LL3 Max -ve 1.500 0.000
Max +ve 1.500 -0.514 0.000 -0.000
5:ULS 1 Max -ve 1.500 0.000
Max +ve 1.500 -0.838 0.000 -0.000
6:ULS 2 Max -ve 1.500 0.000
Max +ve 1.500 -1.028 0.000 -0.000
7:ULS 3 Max -ve 1.500 0.000
Max +ve 1.500 -0.838 0.000 -0.000
8:SLS 1 Max -ve 1.500 0.000
Max +ve 1.500 -0.525 0.000 -0.000
9:SLS 2 Max -ve 1.500 0.000
Max +ve 1.500 -0.644 0.000 -0.000
10:SLS 3 Max -ve 1.500 0.000
Max +ve 1.500 -0.525 0.000 -0.000
10 10 0.500 1:DL Max -ve
Max +ve 0.500 -0.037 0.000 -0.000
2:LL1 Max -ve 0.500 0.000
Max +ve 0.500 -1.733 0.000 -0.000
3:LL2 Max -ve 0.500 0.000
Max +ve 0.500 -2.133 0.000 -0.000
4:LL3 Max -ve 0.000 0.000
Max +ve 0.500 -1.733
5:ULS 1 Max -ve 0.500 0.000
Max +ve 0.500 -2.825 0.000 -0.000
6:ULS 2 Max -ve 0.500 0.000
Max +ve 0.500 -3.465 0.000 -0.000
7:ULS 3 Max -ve
Max +ve 0.500 -2.825 0.500 -0.000
8:SLS 1 Max -ve 0.500 0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
117
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 117 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kNm)
d
(m)
Max Mz
(kNm)
Max +ve 0.500 -1.770 0.000 -0.000
9:SLS 2 Max -ve 0.500 0.000
Max +ve 0.500 -2.171 0.000 -0.000
10:SLS 3 Max -ve
Max +ve 0.500 -1.770 0.000 -0.000
11 10 1.677 1:DL Max -ve 0.000 0.009 0.000 0.026
Max +ve 1.677 -0.000 1.118 -0.017
2:LL1 Max -ve 0.000 0.438 0.000 0.007
Max +ve 1.677 -0.001 1.677 -0.036
3:LL2 Max -ve 0.000 0.540 0.000 0.013
Max +ve 1.677 -0.001 1.677 -0.064
4:LL3 Max -ve 0.000 0.438 0.000 0.018
Max +ve 1.677 -0.001 1.677 -0.092
5:ULS 1 Max -ve 0.000 0.715 0.000 0.048
Max +ve 1.677 -0.001 1.398 -0.064
6:ULS 2 Max -ve 0.000 0.877 0.000 0.057
Max +ve 1.677 -0.001 1.677 -0.106
7:ULS 3 Max -ve 0.000 0.715 0.000 0.066
Max +ve 1.677 -0.001 1.677 -0.150
8:SLS 1 Max -ve 0.000 0.448 0.000 0.033
Max +ve 1.677 -0.001 1.398 -0.042
9:SLS 2 Max -ve 0.000 0.549 0.000 0.039
Max +ve 1.677 -0.001 1.677 -0.066
10:SLS 3 Max -ve 0.000 0.448 0.000 0.044
Max +ve 1.677 -0.001 1.677 -0.094
12 10 1.677 1:DL Max -ve 1.677 0.000 0.000 0.026
Max +ve 0.000 -0.009 1.118 -0.017
2:LL1 Max -ve 1.677 0.001 0.000 0.007
Max +ve 0.000 -0.438 1.677 -0.036
3:LL2 Max -ve 1.677 0.001 0.000 0.013
Max +ve 0.000 -0.540 1.677 -0.064
4:LL3 Max -ve 1.677 0.001 0.000 0.018
Max +ve 0.000 -0.438 1.677 -0.092
5:ULS 1 Max -ve 1.677 0.001 0.000 0.048
Max +ve 0.000 -0.715 1.398 -0.064
6:ULS 2 Max -ve 1.677 0.001 0.000 0.057
Max +ve 0.000 -0.877 1.677 -0.106
7:ULS 3 Max -ve 1.677 0.001 0.000 0.066
Max +ve 0.000 -0.715 1.677 -0.150
8:SLS 1 Max -ve 1.677 0.001 0.000 0.033
Max +ve 0.000 -0.448 1.398 -0.042
9:SLS 2 Max -ve 1.677 0.001 0.000 0.039
Max +ve 0.000 -0.549 1.677 -0.066
10:SLS 3 Max -ve 1.677 0.001 0.000 0.044
Max +ve 0.000 -0.448 1.677 -0.094
13 4 3.000 1:DL Max -ve 0.000 0.000 0.000 0.037
Max +ve 1.500 -0.160
2:LL1 Max -ve 0.000 0.000 0.000 1.733
Max +ve 3.000 -0.000 1.000 -9.601
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
118
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 118 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Moments Cont...Beam Node A Length
(m)
L/C d
(m)
Max My
(kNm)
d
(m)
Max Mz
(kNm)
3:LL2 Max -ve 0.000 0.000 0.000 2.133
Max +ve 3.000 -0.000 1.500 -12.867
4:LL3 Max -ve 0.000 0.000 0.000 1.733
Max +ve 3.000 -0.000 2.000 -9.601
5:ULS 1 Max -ve 0.000 0.000 0.000 2.825
Max +ve 3.000 -0.000 1.000 -15.554
6:ULS 2 Max -ve 0.000 0.000 0.000 3.465
Max +ve 3.000 -0.000 1.500 -20.810
7:ULS 3 Max -ve 0.000 0.000 0.000 2.825
Max +ve 3.000 -0.000 2.000 -15.554
8:SLS 1 Max -ve 0.000 0.000 0.000 1.770
Max +ve 3.000 -0.000 1.000 -9.738
9:SLS 2 Max -ve 0.000 0.000 0.000 2.171
Max +ve 3.000 -0.000 1.500 -13.026
10:SLS 3 Max -ve 0.000 0.000 0.000 1.770
Max +ve 3.000 -0.000 2.000 -9.738
Beam Maximum Shear ForcesDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
1 3 0.750 1:DL Max -ve 0.000 0.004 0.000 0.088
Max +ve 0.750 -0.044
2:LL1 Max -ve 0.000 0.171 0.000 0.465
Max +ve
3:LL2 Max -ve 0.000 0.211 0.000 0.325
Max +ve
4:LL3 Max -ve 0.000 0.171 0.000 0.184
Max +ve
5:ULS 1 Max -ve 0.000 0.279 0.000 0.868
Max +ve
6:ULS 2 Max -ve 0.000 0.343 0.000 0.642
Max +ve
7:ULS 3 Max -ve 0.000 0.279 0.000 0.417
Max +ve
8:SLS 1 Max -ve 0.000 0.175 0.000 0.553
Max +ve
9:SLS 2 Max -ve 0.000 0.215 0.000 0.412
Max +ve
10:SLS 3 Max -ve 0.000 0.175 0.000 0.272
Max +ve
2 1 0.750 1:DL Max -ve 0.000 0.044
Max +ve 0.000 -0.004 0.750 -0.088
2:LL1 Max -ve
Max +ve 0.000 -0.171 0.000 -0.465
3:LL2 Max -ve
Max +ve 0.000 -0.211 0.000 -0.325
4:LL3 Max -ve
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
119
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 119 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
Max +ve 0.000 -0.171 0.000 -0.184
5:ULS 1 Max -ve
Max +ve 0.000 -0.279 0.750 -0.868
6:ULS 2 Max -ve
Max +ve 0.000 -0.343 0.750 -0.642
7:ULS 3 Max -ve
Max +ve 0.000 -0.279 0.750 -0.417
8:SLS 1 Max -ve
Max +ve 0.000 -0.175 0.750 -0.553
9:SLS 2 Max -ve
Max +ve 0.000 -0.215 0.750 -0.412
10:SLS 3 Max -ve
Max +ve 0.000 -0.175 0.750 -0.272
3 1 1.500 1:DL Max -ve 0.000 0.007 0.000 0.000
Max +ve
2:LL1 Max -ve 0.000 0.343 0.000 0.000
Max +ve
3:LL2 Max -ve 0.000 0.422
Max +ve 0.000 -0.000
4:LL3 Max -ve 0.000 0.343 0.000 0.000
Max +ve 0.000 0.000
5:ULS 1 Max -ve 0.000 0.559 0.000 0.000
Max +ve
6:ULS 2 Max -ve 0.000 0.685
Max +ve 0.000 -0.000
7:ULS 3 Max -ve 0.000 0.559 0.000 0.000
Max +ve
8:SLS 1 Max -ve 0.000 0.350 0.000 0.000
Max +ve
9:SLS 2 Max -ve 0.000 0.429
Max +ve 0.000 -0.000
10:SLS 3 Max -ve 0.000 0.350 0.000 0.000
Max +ve
4 5 0.500 1:DL Max -ve 0.000 0.019 0.000 0.000
Max +ve
2:LL1 Max -ve 0.000 0.866
Max +ve 0.000 -0.000
3:LL2 Max -ve 0.000 1.067 0.000 0.000
Max +ve
4:LL3 Max -ve 0.000 0.866 0.000 0.000
Max +ve
5:ULS 1 Max -ve 0.000 1.412
Max +ve 0.000 -0.000
6:ULS 2 Max -ve 0.000 1.733 0.000 0.000
Max +ve
7:ULS 3 Max -ve 0.000 1.412 0.000 0.000
Max +ve
8:SLS 1 Max -ve 0.000 0.885
Max +ve 0.000 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
120
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 120 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
9:SLS 2 Max -ve 0.000 1.085 0.000 0.000
Max +ve
10:SLS 3 Max -ve 0.000 0.885 0.000 0.000
Max +ve
5 5 1.677 1:DL Max -ve 0.000 0.006 0.000 0.082
Max +ve 1.677 -0.049
2:LL1 Max -ve 0.000 0.262 0.000 0.066
Max +ve
3:LL2 Max -ve 0.000 0.322 0.000 0.046
Max +ve
4:LL3 Max -ve 0.000 0.262 0.000 0.026
Max +ve
5:ULS 1 Max -ve 0.000 0.427 0.000 0.221
Max +ve
6:ULS 2 Max -ve 0.000 0.524 0.000 0.189
Max +ve
7:ULS 3 Max -ve 0.000 0.427 0.000 0.157
Max +ve 1.677 -0.027
8:SLS 1 Max -ve 0.000 0.267 0.000 0.148
Max +ve
9:SLS 2 Max -ve 0.000 0.328 0.000 0.128
Max +ve 1.677 -0.003
10:SLS 3 Max -ve 0.000 0.267 0.000 0.108
Max +ve 1.677 -0.023
6 5 1.677 1:DL Max -ve 0.000 0.082
Max +ve 0.000 -0.006 1.677 -0.049
2:LL1 Max -ve 0.000 0.066
Max +ve 0.000 -0.262
3:LL2 Max -ve 0.000 0.046
Max +ve 0.000 -0.322
4:LL3 Max -ve 0.000 0.026
Max +ve 0.000 -0.262
5:ULS 1 Max -ve 0.000 0.221
Max +ve 0.000 -0.427
6:ULS 2 Max -ve 0.000 0.189
Max +ve 0.000 -0.524
7:ULS 3 Max -ve 0.000 0.157
Max +ve 0.000 -0.427 1.677 -0.027
8:SLS 1 Max -ve 0.000 0.148
Max +ve 0.000 -0.267
9:SLS 2 Max -ve 0.000 0.128
Max +ve 0.000 -0.328 1.677 -0.003
10:SLS 3 Max -ve 0.000 0.108
Max +ve 0.000 -0.267 1.677 -0.023
7 8 0.750 1:DL Max -ve 0.000 0.088
Max +ve 0.000 -0.004 0.750 -0.044
2:LL1 Max -ve 0.000 0.184
Max +ve 0.000 -0.171
3:LL2 Max -ve 0.000 0.325
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
121
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 121 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
Max +ve 0.000 -0.211
4:LL3 Max -ve 0.000 0.465
Max +ve 0.000 -0.171
5:ULS 1 Max -ve 0.000 0.417
Max +ve 0.000 -0.279
6:ULS 2 Max -ve 0.000 0.642
Max +ve 0.000 -0.343
7:ULS 3 Max -ve 0.000 0.868
Max +ve 0.000 -0.279
8:SLS 1 Max -ve 0.000 0.272
Max +ve 0.000 -0.175
9:SLS 2 Max -ve 0.000 0.412
Max +ve 0.000 -0.215
10:SLS 3 Max -ve 0.000 0.553
Max +ve 0.000 -0.175
8 6 0.750 1:DL Max -ve 0.000 0.004 0.000 0.044
Max +ve 0.750 -0.088
2:LL1 Max -ve 0.000 0.171
Max +ve 0.000 -0.184
3:LL2 Max -ve 0.000 0.211
Max +ve 0.000 -0.325
4:LL3 Max -ve 0.000 0.171
Max +ve 0.000 -0.465
5:ULS 1 Max -ve 0.000 0.279
Max +ve 0.750 -0.417
6:ULS 2 Max -ve 0.000 0.343
Max +ve 0.750 -0.642
7:ULS 3 Max -ve 0.000 0.279
Max +ve 0.750 -0.868
8:SLS 1 Max -ve 0.000 0.175
Max +ve 0.750 -0.272
9:SLS 2 Max -ve 0.000 0.215
Max +ve 0.750 -0.412
10:SLS 3 Max -ve 0.000 0.175
Max +ve 0.750 -0.553
9 6 1.500 1:DL Max -ve
Max +ve 0.000 -0.007 0.000 -0.000
2:LL1 Max -ve
Max +ve 0.000 -0.343 0.000 -0.000
3:LL2 Max -ve 0.000 0.000
Max +ve 0.000 -0.422
4:LL3 Max -ve
Max +ve 0.000 -0.343 0.000 -0.000
5:ULS 1 Max -ve
Max +ve 0.000 -0.559 0.000 -0.000
6:ULS 2 Max -ve
Max +ve 0.000 -0.685 0.000 -0.000
7:ULS 3 Max -ve
Max +ve 0.000 -0.559 0.000 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
122
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 122 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
8:SLS 1 Max -ve
Max +ve 0.000 -0.350 0.000 -0.000
9:SLS 2 Max -ve
Max +ve 0.000 -0.429 0.000 -0.000
10:SLS 3 Max -ve
Max +ve 0.000 -0.350 0.000 -0.000
10 10 0.500 1:DL Max -ve
Max +ve 0.000 -0.019 0.000 -0.000
2:LL1 Max -ve
Max +ve 0.000 -0.866 0.000 -0.000
3:LL2 Max -ve
Max +ve 0.000 -1.067 0.000 -0.000
4:LL3 Max -ve 0.000 0.000
Max +ve 0.000 -0.866
5:ULS 1 Max -ve
Max +ve 0.000 -1.412 0.000 -0.000
6:ULS 2 Max -ve
Max +ve 0.000 -1.733 0.000 -0.000
7:ULS 3 Max -ve 0.000 0.000
Max +ve 0.000 -1.412
8:SLS 1 Max -ve
Max +ve 0.000 -0.885 0.000 -0.000
9:SLS 2 Max -ve
Max +ve 0.000 -1.085 0.000 -0.000
10:SLS 3 Max -ve
Max +ve 0.000 -0.885 0.000 -0.000
11 10 1.677 1:DL Max -ve 0.000 0.082
Max +ve 0.000 -0.006 1.677 -0.049
2:LL1 Max -ve 0.000 0.026
Max +ve 0.000 -0.262
3:LL2 Max -ve 0.000 0.046
Max +ve 0.000 -0.322
4:LL3 Max -ve 0.000 0.066
Max +ve 0.000 -0.262
5:ULS 1 Max -ve 0.000 0.157
Max +ve 0.000 -0.427 1.677 -0.027
6:ULS 2 Max -ve 0.000 0.189
Max +ve 0.000 -0.524
7:ULS 3 Max -ve 0.000 0.221
Max +ve 0.000 -0.427
8:SLS 1 Max -ve 0.000 0.108
Max +ve 0.000 -0.267 1.677 -0.023
9:SLS 2 Max -ve 0.000 0.128
Max +ve 0.000 -0.328 1.677 -0.003
10:SLS 3 Max -ve 0.000 0.148
Max +ve 0.000 -0.267
12 10 1.677 1:DL Max -ve 0.000 0.006 0.000 0.082
Max +ve 1.677 -0.049
2:LL1 Max -ve 0.000 0.262 0.000 0.026
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
123
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 123 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Shear Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fz
(kN)
d
(m)
Max Fy
(kN)
Max +ve
3:LL2 Max -ve 0.000 0.322 0.000 0.046
Max +ve
4:LL3 Max -ve 0.000 0.262 0.000 0.066
Max +ve
5:ULS 1 Max -ve 0.000 0.427 0.000 0.157
Max +ve 1.677 -0.027
6:ULS 2 Max -ve 0.000 0.524 0.000 0.189
Max +ve
7:ULS 3 Max -ve 0.000 0.427 0.000 0.221
Max +ve
8:SLS 1 Max -ve 0.000 0.267 0.000 0.108
Max +ve 1.677 -0.023
9:SLS 2 Max -ve 0.000 0.328 0.000 0.128
Max +ve 1.677 -0.003
10:SLS 3 Max -ve 0.000 0.267 0.000 0.148
Max +ve
13 4 3.000 1:DL Max -ve 0.000 0.263
Max +ve 0.000 -0.000 3.000 -0.263
2:LL1 Max -ve 0.000 14.333
Max +ve 0.000 -0.000 1.000 -5.667
3:LL2 Max -ve 0.000 10.000
Max +ve 0.000 -0.000 1.750 -10.000
4:LL3 Max -ve 0.000 5.667
Max +ve 0.000 -0.000 2.250 -14.333
5:ULS 1 Max -ve 0.000 23.301
Max +ve 0.000 -0.000 3.000 -9.434
6:ULS 2 Max -ve 0.000 16.368
Max +ve 0.000 -0.000 3.000 -16.368
7:ULS 3 Max -ve 0.000 9.434
Max +ve 0.000 -0.000 3.000 -23.301
8:SLS 1 Max -ve 0.000 14.596
Max +ve 0.000 -0.000 3.000 -5.929
9:SLS 2 Max -ve 0.000 10.263
Max +ve 0.000 -0.000 3.000 -10.263
10:SLS 3 Max -ve 0.000 5.929
Max +ve 0.000 -0.000 3.000 -14.596
Software licensed to Microsoft
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Job No Sheet No Rev
Part
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By Date Chd
File Date/Time
124
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 124 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial ForcesDistances to maxima are given from beam end A.
Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
1 3 0.750 1:DL Max -ve 0.000 0.000
Max +ve 0.000 0.000
2:LL1 Max -ve 0.000 0.000
Max +ve 0.000 0.000
3:LL2 Max -ve 0.000 0.000
Max +ve 0.000 0.000
4:LL3 Max -ve 0.000 0.000
Max +ve 0.000 0.000
5:ULS 1 Max -ve 0.000 0.000
Max +ve 0.000 0.000
6:ULS 2 Max -ve 0.000 0.000
Max +ve 0.000 0.000
7:ULS 3 Max -ve 0.000 0.000
Max +ve 0.000 0.000
8:SLS 1 Max -ve 0.000 0.000
Max +ve 0.000 0.000
9:SLS 2 Max -ve 0.000 0.000
Max +ve 0.000 0.000
10:SLS 3 Max -ve 0.000 0.000
Max +ve 0.000 0.000
2 1 0.750 1:DL Max -ve 0.000 0.000
Max +ve 0.000 0.000
2:LL1 Max -ve 0.000 0.000
Max +ve 0.000 0.000
3:LL2 Max -ve 0.000 0.000
Max +ve 0.000 0.000
4:LL3 Max -ve 0.000 0.000
Max +ve 0.000 0.000
5:ULS 1 Max -ve 0.000 0.000
Max +ve 0.000 0.000
6:ULS 2 Max -ve 0.000 0.000
Max +ve 0.000 0.000
7:ULS 3 Max -ve 0.000 0.000
Max +ve 0.000 0.000
8:SLS 1 Max -ve 0.000 0.000
Max +ve 0.000 0.000
9:SLS 2 Max -ve 0.000 0.000
Max +ve 0.000 0.000
10:SLS 3 Max -ve 0.000 0.000
Max +ve 0.000 0.000
3 1 1.500 1:DL Max -ve
Max +ve 1.500 -0.350
2:LL1 Max -ve 0.000 0.931
Max +ve
3:LL2 Max -ve 0.000 0.649
Max +ve
4:LL3 Max -ve 0.000 0.368
Max +ve
Software licensed to Microsoft
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Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
125
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 125 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
5:ULS 1 Max -ve 0.000 1.367
Max +ve
6:ULS 2 Max -ve 0.000 0.917
Max +ve
7:ULS 3 Max -ve 0.000 0.467
Max +ve
8:SLS 1 Max -ve 0.000 0.844
Max +ve
9:SLS 2 Max -ve 0.000 0.562
Max +ve
10:SLS 3 Max -ve 0.000 0.281
Max +ve
4 5 0.500 1:DL Max -ve 0.000 0.350
Max +ve
2:LL1 Max -ve 0.000 14.333
Max +ve
3:LL2 Max -ve 0.000 10.000
Max +ve
4:LL3 Max -ve 0.000 5.667
Max +ve
5:ULS 1 Max -ve 0.000 23.424
Max +ve
6:ULS 2 Max -ve 0.000 16.490
Max +ve
7:ULS 3 Max -ve 0.000 9.557
Max +ve
8:SLS 1 Max -ve 0.000 14.684
Max +ve
9:SLS 2 Max -ve 0.000 10.350
Max +ve
10:SLS 3 Max -ve 0.000 6.017
Max +ve
5 5 1.677 1:DL Max -ve 1.677 0.695
Max +ve
2:LL1 Max -ve 0.000 7.525
Max +ve
3:LL2 Max -ve 0.000 5.250
Max +ve
4:LL3 Max -ve 0.000 2.975
Max +ve
5:ULS 1 Max -ve 1.677 13.014
Max +ve
6:ULS 2 Max -ve 1.677 9.374
Max +ve
7:ULS 3 Max -ve 1.677 5.734
Max +ve
8:SLS 1 Max -ve 1.677 8.221
Max +ve
9:SLS 2 Max -ve 1.677 5.945
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
126
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 126 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max +ve
10:SLS 3 Max -ve 1.677 3.670
Max +ve
6 5 1.677 1:DL Max -ve 1.677 0.695
Max +ve
2:LL1 Max -ve 0.000 7.525
Max +ve
3:LL2 Max -ve 0.000 5.250
Max +ve
4:LL3 Max -ve 0.000 2.975
Max +ve
5:ULS 1 Max -ve 1.677 13.014
Max +ve
6:ULS 2 Max -ve 1.677 9.374
Max +ve
7:ULS 3 Max -ve 1.677 5.734
Max +ve
8:SLS 1 Max -ve 1.677 8.221
Max +ve
9:SLS 2 Max -ve 1.677 5.945
Max +ve
10:SLS 3 Max -ve 1.677 3.670
Max +ve
7 8 0.750 1:DL Max -ve 0.000 0.000
Max +ve
2:LL1 Max -ve
Max +ve 0.000 -0.000
3:LL2 Max -ve 0.000 0.000
Max +ve
4:LL3 Max -ve 0.000 0.000
Max +ve
5:ULS 1 Max -ve 0.000 0.000
Max +ve
6:ULS 2 Max -ve 0.000 0.000
Max +ve
7:ULS 3 Max -ve 0.000 0.000
Max +ve
8:SLS 1 Max -ve 0.000 0.000
Max +ve
9:SLS 2 Max -ve 0.000 0.000
Max +ve
10:SLS 3 Max -ve 0.000 0.000
Max +ve
8 6 0.750 1:DL Max -ve
Max +ve 0.000 -0.000
2:LL1 Max -ve 0.000 0.000
Max +ve
3:LL2 Max -ve
Max +ve 0.000 -0.000
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
127
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 127 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
4:LL3 Max -ve
Max +ve 0.000 -0.000
5:ULS 1 Max -ve
Max +ve 0.000 -0.000
6:ULS 2 Max -ve
Max +ve 0.000 -0.000
7:ULS 3 Max -ve
Max +ve 0.000 -0.000
8:SLS 1 Max -ve
Max +ve 0.000 -0.000
9:SLS 2 Max -ve
Max +ve 0.000 -0.000
10:SLS 3 Max -ve
Max +ve 0.000 -0.000
9 6 1.500 1:DL Max -ve
Max +ve 1.500 -0.350
2:LL1 Max -ve 0.000 0.368
Max +ve
3:LL2 Max -ve 0.000 0.649
Max +ve
4:LL3 Max -ve 0.000 0.931
Max +ve
5:ULS 1 Max -ve 0.000 0.467
Max +ve
6:ULS 2 Max -ve 0.000 0.917
Max +ve
7:ULS 3 Max -ve 0.000 1.367
Max +ve
8:SLS 1 Max -ve 0.000 0.281
Max +ve
9:SLS 2 Max -ve 0.000 0.562
Max +ve
10:SLS 3 Max -ve 0.000 0.844
Max +ve
10 10 0.500 1:DL Max -ve 0.000 0.350
Max +ve
2:LL1 Max -ve 0.000 5.667
Max +ve
3:LL2 Max -ve 0.000 10.000
Max +ve
4:LL3 Max -ve 0.000 14.333
Max +ve
5:ULS 1 Max -ve 0.000 9.557
Max +ve
6:ULS 2 Max -ve 0.000 16.490
Max +ve
7:ULS 3 Max -ve 0.000 23.424
Max +ve
8:SLS 1 Max -ve 0.000 6.017
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
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By Date Chd
File Date/Time
128
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 128 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
Max +ve
9:SLS 2 Max -ve 0.000 10.350
Max +ve
10:SLS 3 Max -ve 0.000 14.684
Max +ve
11 10 1.677 1:DL Max -ve 1.677 0.695
Max +ve
2:LL1 Max -ve 0.000 2.975
Max +ve
3:LL2 Max -ve 0.000 5.250
Max +ve
4:LL3 Max -ve 0.000 7.525
Max +ve
5:ULS 1 Max -ve 1.677 5.734
Max +ve
6:ULS 2 Max -ve 1.677 9.374
Max +ve
7:ULS 3 Max -ve 1.677 13.014
Max +ve
8:SLS 1 Max -ve 1.677 3.670
Max +ve
9:SLS 2 Max -ve 1.677 5.945
Max +ve
10:SLS 3 Max -ve 1.677 8.221
Max +ve
12 10 1.677 1:DL Max -ve 1.677 0.695
Max +ve
2:LL1 Max -ve 0.000 2.975
Max +ve
3:LL2 Max -ve 0.000 5.250
Max +ve
4:LL3 Max -ve 0.000 7.525
Max +ve
5:ULS 1 Max -ve 1.677 5.734
Max +ve
6:ULS 2 Max -ve 1.677 9.374
Max +ve
7:ULS 3 Max -ve 1.677 13.014
Max +ve
8:SLS 1 Max -ve 1.677 3.670
Max +ve
9:SLS 2 Max -ve 1.677 5.945
Max +ve
10:SLS 3 Max -ve 1.677 8.221
Max +ve
13 4 3.000 1:DL Max -ve 0.000 0.019
Max +ve
2:LL1 Max -ve 0.000 0.866
Max +ve
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
129
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 129 of 177STAAD.Pro for Windows 20.07.04.12
Beam Maximum Axial Forces Cont...Beam Node A Length
(m)
L/C d
(m)
Max Fx
(kN)
3:LL2 Max -ve 0.000 1.067
Max +ve
4:LL3 Max -ve 0.000 0.866
Max +ve
5:ULS 1 Max -ve 0.000 1.412
Max +ve
6:ULS 2 Max -ve 0.000 1.733
Max +ve
7:ULS 3 Max -ve 0.000 1.412
Max +ve
8:SLS 1 Max -ve 0.000 0.885
Max +ve
9:SLS 2 Max -ve 0.000 1.085
Max +ve
10:SLS 3 Max -ve 0.000 0.885
Max +ve
Beam Maximum Forces by Section Property Axial Shear Torsion Bending
Section Max Fx
(kN)
Max Fy
(kN)
Max Fz
(kN)
Max Mx
(kNm)
Max My
(kNm)
Max Mz
(kNm)
CH152X76 Max +ve 23.424 23.301 1.733 0.003 3.465 3.465
Max -ve -0.350 -23.301 -1.733 -0.003 -3.465 -20.810
Beam Combined Axial and Bending StressesBeam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1 1:DL 0.000 -0.020 -0.018 0.021 0.018 -0.020 0.021
0.075 0.028 0.049 -0.021 -0.042 -0.042 0.049
0.150 0.068 0.107 -0.054 -0.093 -0.093 0.107
0.225 0.098 0.156 -0.078 -0.136 -0.136 0.156
0.300 0.121 0.197 -0.094 -0.170 -0.170 0.197
0.375 0.134 0.229 -0.101 -0.196 -0.196 0.229
0.450 0.138 0.251 -0.098 -0.211 -0.211 0.251
0.525 0.133 0.265 -0.087 -0.219 -0.219 0.265
0.600 0.120 0.270 -0.067 -0.217 -0.217 0.270
0.675 0.098 0.267 -0.039 -0.208 -0.208 0.267
0.750 0.068 0.255 -0.002 -0.189 -0.189 0.255
2:LL1 0.000 -0.855 -0.756 0.890 0.791 -0.855 0.890
0.075 -0.821 0.137 1.159 0.201 -0.821 1.159
0.150 -0.786 1.031 1.428 -0.389 -0.786 1.428
0.225 -0.752 1.924 1.696 -0.979 -0.979 1.924
0.300 -0.717 2.817 1.965 -1.569 -1.569 2.817
0.375 -0.683 3.711 2.234 -2.159 -2.159 3.711
0.450 -0.649 4.604 2.503 -2.750 -2.750 4.604
0.525 -0.614 5.497 2.772 -3.340 -3.340 5.497
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
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By Date Chd
File Date/Time
130
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 130 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.600 -0.580 6.391 3.041 -3.930 -3.930 6.391
0.675 -0.546 7.284 3.310 -4.520 -4.520 7.284
0.750 -0.511 8.177 3.579 -5.110 -5.110 8.177
3:LL2 0.000 -0.614 -0.492 0.657 0.535 -0.614 0.657
0.075 -0.738 0.442 1.154 -0.025 -0.738 1.154
0.150 -0.862 1.375 1.652 -0.585 -0.862 1.652
0.225 -0.986 2.308 2.149 -1.145 -1.145 2.308
0.300 -1.111 3.241 2.647 -1.705 -1.705 3.241
0.375 -1.235 4.175 3.145 -2.265 -2.265 4.175
0.450 -1.359 5.108 3.642 -2.825 -2.825 5.108
0.525 -1.483 6.041 4.140 -3.385 -3.385 6.041
0.600 -1.608 6.975 4.638 -3.945 -3.945 6.975
0.675 -1.732 7.908 5.135 -4.505 -4.505 7.908
0.750 -1.856 8.841 5.633 -5.064 -5.064 8.841
4:LL3 0.000 -0.357 -0.258 0.392 0.293 -0.357 0.392
0.075 -0.512 0.446 0.850 -0.108 -0.512 0.850
0.150 -0.666 1.151 1.308 -0.509 -0.666 1.308
0.225 -0.821 1.855 1.765 -0.911 -0.911 1.855
0.300 -0.975 2.560 2.223 -1.312 -1.312 2.560
0.375 -1.129 3.264 2.681 -1.713 -1.713 3.264
0.450 -1.284 3.969 3.138 -2.114 -2.114 3.969
0.525 -1.438 4.673 3.596 -2.516 -2.516 4.673
0.600 -1.593 5.378 4.054 -2.917 -2.917 5.378
0.675 -1.747 6.083 4.511 -3.318 -3.318 6.083
0.750 -1.902 6.787 4.969 -3.720 -3.720 6.787
5:ULS 1 0.000 -1.396 -1.234 1.452 1.291 -1.396 1.452
0.075 -1.273 0.288 1.825 0.263 -1.273 1.825
0.150 -1.163 1.798 2.209 -0.753 -1.163 2.209
0.225 -1.065 3.297 2.605 -1.757 -1.757 3.297
0.300 -0.979 4.783 3.014 -2.749 -2.749 4.783
0.375 -0.905 6.258 3.434 -3.729 -3.729 6.258
0.450 -0.845 7.718 3.868 -4.695 -4.695 7.718
0.525 -0.796 9.167 4.314 -5.650 -5.650 9.167
0.600 -0.760 10.604 4.772 -6.592 -6.592 10.604
0.675 -0.735 12.028 5.242 -7.522 -7.522 12.028
0.750 -0.723 13.441 5.723 -8.441 -8.441 13.441
6:ULS 2 0.000 -1.009 -0.811 1.079 0.881 -1.009 1.079
0.075 -1.141 0.775 1.817 -0.098 -1.141 1.817
0.150 -1.285 2.349 2.568 -1.066 -1.285 2.568
0.225 -1.440 3.911 3.330 -2.022 -2.022 3.911
0.300 -1.608 5.462 4.104 -2.966 -2.966 5.462
0.375 -1.788 7.000 4.890 -3.898 -3.898 7.000
0.450 -1.981 8.525 5.690 -4.816 -4.816 8.525
0.525 -2.187 10.037 6.502 -5.722 -5.722 10.037
0.600 -2.404 11.538 7.326 -6.616 -6.616 11.538
0.675 -2.633 13.027 8.162 -7.498 -7.498 13.027
0.750 -2.875 14.503 9.010 -8.368 -8.368 14.503
7:ULS 3 0.000 -0.599 -0.438 0.656 0.495 -0.599 0.656
0.075 -0.779 0.782 1.331 -0.231 -0.779 1.331
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
131
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 131 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.150 -0.971 1.990 2.017 -0.945 -0.971 2.017
0.225 -1.175 3.187 2.715 -1.647 -1.647 3.187
0.300 -1.391 4.371 3.426 -2.337 -2.337 4.371
0.375 -1.619 5.543 4.148 -3.015 -3.015 5.543
0.450 -1.861 6.702 4.884 -3.679 -3.679 6.702
0.525 -2.114 7.849 5.632 -4.331 -4.331 7.849
0.600 -2.380 8.983 6.392 -4.972 -4.972 8.983
0.675 -2.658 10.106 7.164 -5.600 -5.600 10.106
0.750 -2.947 11.217 7.948 -6.216 -6.216 11.217
8:SLS 1 0.000 -0.875 -0.774 0.910 0.809 -0.875 0.910
0.075 -0.792 0.186 1.138 0.159 -0.792 1.138
0.150 -0.719 1.137 1.374 -0.482 -0.719 1.374
0.225 -0.653 2.080 1.619 -1.115 -1.115 2.080
0.300 -0.597 3.014 1.872 -1.739 -1.739 3.014
0.375 -0.549 3.940 2.134 -2.355 -2.355 3.940
0.450 -0.511 4.855 2.405 -2.961 -2.961 4.855
0.525 -0.481 5.763 2.685 -3.558 -3.558 5.763
0.600 -0.460 6.661 2.974 -4.147 -4.147 6.661
0.675 -0.447 7.551 3.271 -4.727 -4.727 7.551
0.750 -0.443 8.433 3.577 -5.299 -5.299 8.433
9:SLS 2 0.000 -0.633 -0.509 0.677 0.553 -0.633 0.677
0.075 -0.710 0.490 1.133 -0.067 -0.710 1.133
0.150 -0.795 1.482 1.598 -0.678 -0.795 1.598
0.225 -0.888 2.464 2.071 -1.281 -1.281 2.464
0.300 -0.990 3.438 2.553 -1.875 -1.875 3.438
0.375 -1.101 4.404 3.044 -2.460 -2.460 4.404
0.450 -1.221 5.359 3.544 -3.036 -3.036 5.359
0.525 -1.350 6.306 4.053 -3.603 -3.603 6.306
0.600 -1.487 7.245 4.570 -4.162 -4.162 7.245
0.675 -1.634 8.175 5.096 -4.712 -4.712 8.175
0.750 -1.788 9.096 5.631 -5.254 -5.254 9.096
10:SLS 3 0.000 -0.377 -0.276 0.413 0.312 -0.377 0.413
0.075 -0.484 0.495 0.829 -0.149 -0.484 0.829
0.150 -0.599 1.257 1.254 -0.602 -0.602 1.257
0.225 -0.722 2.011 1.687 -1.046 -1.046 2.011
0.300 -0.854 2.757 2.129 -1.482 -1.482 2.757
0.375 -0.995 3.493 2.580 -1.909 -1.909 3.493
0.450 -1.146 4.220 3.040 -2.326 -2.326 4.220
0.525 -1.305 4.939 3.509 -2.734 -2.734 4.939
0.600 -1.473 5.648 3.987 -3.134 -3.134 5.648
0.675 -1.649 6.350 4.473 -3.526 -3.526 6.350
0.750 -1.834 7.042 4.967 -3.909 -3.909 7.042
2 1:DL 0.000 0.068 0.255 -0.002 -0.189 -0.189 0.255
0.075 0.098 0.267 -0.039 -0.208 -0.208 0.267
0.150 0.120 0.270 -0.067 -0.217 -0.217 0.270
0.225 0.133 0.265 -0.087 -0.219 -0.219 0.265
0.300 0.138 0.251 -0.098 -0.211 -0.211 0.251
0.375 0.134 0.229 -0.101 -0.196 -0.196 0.229
0.450 0.121 0.197 -0.094 -0.170 -0.170 0.197
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
132
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 132 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.525 0.098 0.156 -0.078 -0.136 -0.136 0.156
0.600 0.068 0.107 -0.054 -0.093 -0.093 0.107
0.675 0.028 0.049 -0.021 -0.042 -0.042 0.049
0.750 -0.020 -0.018 0.021 0.018 -0.020 0.021
2:LL1 0.000 -0.511 8.177 3.579 -5.110 -5.110 8.177
0.075 -0.546 7.284 3.310 -4.520 -4.520 7.284
0.150 -0.580 6.391 3.041 -3.930 -3.930 6.391
0.225 -0.614 5.497 2.772 -3.340 -3.340 5.497
0.300 -0.649 4.604 2.503 -2.750 -2.750 4.604
0.375 -0.683 3.711 2.234 -2.159 -2.159 3.711
0.450 -0.717 2.817 1.965 -1.569 -1.569 2.817
0.525 -0.752 1.924 1.696 -0.979 -0.979 1.924
0.600 -0.786 1.031 1.428 -0.389 -0.786 1.428
0.675 -0.821 0.137 1.159 0.201 -0.821 1.159
0.750 -0.855 -0.756 0.890 0.791 -0.855 0.890
3:LL2 0.000 -1.856 8.841 5.633 -5.064 -5.064 8.841
0.075 -1.732 7.908 5.135 -4.505 -4.505 7.908
0.150 -1.608 6.975 4.638 -3.945 -3.945 6.975
0.225 -1.483 6.041 4.140 -3.385 -3.385 6.041
0.300 -1.359 5.108 3.642 -2.825 -2.825 5.108
0.375 -1.235 4.175 3.145 -2.265 -2.265 4.175
0.450 -1.111 3.241 2.647 -1.705 -1.705 3.241
0.525 -0.986 2.308 2.149 -1.145 -1.145 2.308
0.600 -0.862 1.375 1.652 -0.585 -0.862 1.652
0.675 -0.738 0.442 1.154 -0.025 -0.738 1.154
0.750 -0.614 -0.492 0.657 0.535 -0.614 0.657
4:LL3 0.000 -1.902 6.787 4.969 -3.720 -3.720 6.787
0.075 -1.747 6.083 4.511 -3.318 -3.318 6.083
0.150 -1.593 5.378 4.054 -2.917 -2.917 5.378
0.225 -1.438 4.673 3.596 -2.516 -2.516 4.673
0.300 -1.284 3.969 3.138 -2.114 -2.114 3.969
0.375 -1.129 3.264 2.681 -1.713 -1.713 3.264
0.450 -0.975 2.560 2.223 -1.312 -1.312 2.560
0.525 -0.821 1.855 1.765 -0.911 -0.911 1.855
0.600 -0.666 1.151 1.308 -0.509 -0.666 1.308
0.675 -0.512 0.446 0.850 -0.108 -0.512 0.850
0.750 -0.357 -0.258 0.392 0.293 -0.357 0.392
5:ULS 1 0.000 -0.723 13.441 5.723 -8.441 -8.441 13.441
0.075 -0.735 12.028 5.242 -7.522 -7.522 12.028
0.150 -0.760 10.604 4.772 -6.592 -6.592 10.604
0.225 -0.796 9.167 4.314 -5.650 -5.650 9.167
0.300 -0.845 7.718 3.868 -4.695 -4.695 7.718
0.375 -0.905 6.258 3.434 -3.729 -3.729 6.258
0.450 -0.979 4.783 3.014 -2.749 -2.749 4.783
0.525 -1.065 3.297 2.605 -1.757 -1.757 3.297
0.600 -1.163 1.798 2.209 -0.753 -1.163 2.209
0.675 -1.273 0.288 1.825 0.263 -1.273 1.825
0.750 -1.396 -1.234 1.452 1.291 -1.396 1.452
6:ULS 2 0.000 -2.875 14.503 9.010 -8.368 -8.368 14.503
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
133
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 133 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.075 -2.633 13.027 8.162 -7.498 -7.498 13.027
0.150 -2.404 11.538 7.326 -6.616 -6.616 11.538
0.225 -2.187 10.037 6.502 -5.722 -5.722 10.037
0.300 -1.981 8.525 5.690 -4.816 -4.816 8.525
0.375 -1.788 7.000 4.890 -3.898 -3.898 7.000
0.450 -1.608 5.462 4.104 -2.966 -2.966 5.462
0.525 -1.440 3.911 3.330 -2.022 -2.022 3.911
0.600 -1.285 2.349 2.568 -1.066 -1.285 2.568
0.675 -1.141 0.775 1.817 -0.098 -1.141 1.817
0.750 -1.009 -0.811 1.079 0.881 -1.009 1.079
7:ULS 3 0.000 -2.947 11.217 7.948 -6.216 -6.216 11.217
0.075 -2.658 10.106 7.164 -5.600 -5.600 10.106
0.150 -2.380 8.983 6.392 -4.972 -4.972 8.983
0.225 -2.114 7.849 5.632 -4.331 -4.331 7.849
0.300 -1.861 6.702 4.884 -3.679 -3.679 6.702
0.375 -1.619 5.543 4.148 -3.015 -3.015 5.543
0.450 -1.391 4.371 3.426 -2.337 -2.337 4.371
0.525 -1.175 3.187 2.715 -1.647 -1.647 3.187
0.600 -0.971 1.990 2.017 -0.945 -0.971 2.017
0.675 -0.779 0.782 1.331 -0.231 -0.779 1.331
0.750 -0.599 -0.438 0.656 0.495 -0.599 0.656
8:SLS 1 0.000 -0.443 8.433 3.577 -5.299 -5.299 8.433
0.075 -0.447 7.551 3.271 -4.727 -4.727 7.551
0.150 -0.460 6.661 2.974 -4.147 -4.147 6.661
0.225 -0.481 5.763 2.685 -3.558 -3.558 5.763
0.300 -0.511 4.855 2.405 -2.961 -2.961 4.855
0.375 -0.549 3.940 2.134 -2.355 -2.355 3.940
0.450 -0.597 3.014 1.872 -1.739 -1.739 3.014
0.525 -0.653 2.080 1.619 -1.115 -1.115 2.080
0.600 -0.719 1.137 1.374 -0.482 -0.719 1.374
0.675 -0.792 0.186 1.138 0.159 -0.792 1.138
0.750 -0.875 -0.774 0.910 0.809 -0.875 0.910
9:SLS 2 0.000 -1.788 9.096 5.631 -5.254 -5.254 9.096
0.075 -1.634 8.175 5.096 -4.712 -4.712 8.175
0.150 -1.487 7.245 4.570 -4.162 -4.162 7.245
0.225 -1.350 6.306 4.053 -3.603 -3.603 6.306
0.300 -1.221 5.359 3.544 -3.036 -3.036 5.359
0.375 -1.101 4.404 3.044 -2.460 -2.460 4.404
0.450 -0.990 3.438 2.553 -1.875 -1.875 3.438
0.525 -0.888 2.464 2.071 -1.281 -1.281 2.464
0.600 -0.795 1.482 1.598 -0.678 -0.795 1.598
0.675 -0.710 0.490 1.133 -0.067 -0.710 1.133
0.750 -0.633 -0.509 0.677 0.553 -0.633 0.677
10:SLS 3 0.000 -1.834 7.042 4.967 -3.909 -3.909 7.042
0.075 -1.649 6.350 4.473 -3.526 -3.526 6.350
0.150 -1.473 5.648 3.987 -3.134 -3.134 5.648
0.225 -1.305 4.939 3.509 -2.734 -2.734 4.939
0.300 -1.146 4.220 3.040 -2.326 -2.326 4.220
0.375 -0.995 3.493 2.580 -1.909 -1.909 3.493
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
134
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 134 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.450 -0.854 2.757 2.129 -1.482 -1.482 2.757
0.525 -0.722 2.011 1.687 -1.046 -1.046 2.011
0.600 -0.599 1.257 1.254 -0.602 -0.602 1.257
0.675 -0.484 0.495 0.829 -0.149 -0.484 0.829
0.750 -0.377 -0.276 0.413 0.312 -0.377 0.413
3 1:DL 0.000 -0.038 -0.038 -0.038 -0.038 -0.038 0.000
0.150 -0.074 0.000 0.000 -0.074 -0.074 0.000
0.300 -0.109 0.039 0.039 -0.109 -0.109 0.039
0.450 -0.145 0.078 0.078 -0.145 -0.145 0.078
0.600 -0.180 0.116 0.116 -0.180 -0.180 0.116
0.750 -0.216 0.155 0.155 -0.216 -0.216 0.155
0.900 -0.251 0.193 0.193 -0.251 -0.251 0.193
1.050 -0.287 0.232 0.232 -0.287 -0.287 0.232
1.200 -0.322 0.271 0.271 -0.322 -0.322 0.271
1.350 -0.358 0.309 0.309 -0.358 -0.358 0.309
1.500 -0.393 0.348 0.348 -0.393 -0.393 0.348
2:LL1 0.000 0.408 0.409 0.409 0.408 0.000 0.409
0.150 -0.703 2.733 2.733 -0.703 -0.703 2.733
0.300 -1.815 5.058 5.058 -1.815 -1.815 5.058
0.450 -2.926 7.382 7.382 -2.926 -2.926 7.382
0.600 -4.038 9.706 9.706 -4.038 -4.038 9.706
0.750 -5.149 12.031 12.031 -5.149 -5.149 12.031
0.900 -6.260 14.355 14.355 -6.260 -6.260 14.355
1.050 -7.372 16.680 16.680 -7.372 -7.372 16.680
1.200 -8.483 19.004 19.004 -8.483 -8.483 19.004
1.350 -9.595 21.329 21.329 -9.595 -9.595 21.329
1.500 -10.706 23.653 23.653 -10.706 -10.706 23.653
3:LL2 0.000 0.285 0.285 0.285 0.285 0.000 0.285
0.150 -1.084 3.147 3.147 -1.084 -1.084 3.147
0.300 -2.452 6.009 6.009 -2.452 -2.452 6.009
0.450 -3.820 8.871 8.871 -3.820 -3.820 8.871
0.600 -5.189 11.733 11.733 -5.189 -5.189 11.733
0.750 -6.557 14.595 14.595 -6.557 -6.557 14.595
0.900 -7.926 17.456 17.456 -7.926 -7.926 17.456
1.050 -9.294 20.318 20.318 -9.294 -9.294 20.318
1.200 -10.662 23.180 23.180 -10.662 -10.662 23.180
1.350 -12.031 26.042 26.042 -12.031 -12.031 26.042
1.500 -13.399 28.904 28.904 -13.399 -13.399 28.904
4:LL3 0.000 0.161 0.162 0.162 0.161 0.000 0.162
0.150 -0.950 2.486 2.486 -0.950 -0.950 2.486
0.300 -2.062 4.811 4.811 -2.062 -2.062 4.811
0.450 -3.173 7.135 7.135 -3.173 -3.173 7.135
0.600 -4.284 9.460 9.460 -4.284 -4.284 9.460
0.750 -5.396 11.784 11.784 -5.396 -5.396 11.784
0.900 -6.507 14.108 14.108 -6.507 -6.507 14.108
1.050 -7.619 16.433 16.433 -7.619 -7.619 16.433
1.200 -8.730 18.757 18.757 -8.730 -8.730 18.757
1.350 -9.842 21.082 21.082 -9.842 -9.842 21.082
1.500 -10.953 23.406 23.406 -10.953 -10.953 23.406
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
135
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 135 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
5:ULS 1 0.000 0.599 0.600 0.600 0.599 0.000 0.600
0.150 -1.229 4.373 4.373 -1.229 -1.229 4.373
0.300 -3.057 8.147 8.147 -3.057 -3.057 8.147
0.450 -4.885 11.920 11.920 -4.885 -4.885 11.920
0.600 -6.713 15.693 15.693 -6.713 -6.713 15.693
0.750 -8.540 19.466 19.466 -8.540 -8.540 19.466
0.900 -10.368 23.239 23.239 -10.368 -10.368 23.239
1.050 -12.196 27.012 27.012 -12.196 -12.196 27.012
1.200 -14.024 30.785 30.785 -14.024 -14.024 30.785
1.350 -15.852 34.559 34.559 -15.852 -15.852 34.559
1.500 -17.680 38.332 38.332 -17.680 -17.680 38.332
6:ULS 2 0.000 0.402 0.403 0.403 0.402 0.000 0.403
0.150 -1.837 5.036 5.036 -1.837 -1.837 5.036
0.300 -4.076 9.669 9.669 -4.076 -4.076 9.669
0.450 -6.315 14.302 14.302 -6.315 -6.315 14.302
0.600 -8.555 18.935 18.935 -8.555 -8.555 18.935
0.750 -10.794 23.568 23.568 -10.794 -10.794 23.568
0.900 -13.033 28.201 28.201 -13.033 -13.033 28.201
1.050 -15.272 32.834 32.834 -15.272 -15.272 32.834
1.200 -17.511 37.467 37.467 -17.511 -17.511 37.467
1.350 -19.750 42.100 42.100 -19.750 -19.750 42.100
1.500 -21.989 46.733 46.733 -21.989 -21.989 46.733
7:ULS 3 0.000 0.204 0.205 0.205 0.204 0.000 0.205
0.150 -1.624 3.978 3.978 -1.624 -1.624 3.978
0.300 -3.452 7.752 7.752 -3.452 -3.452 7.752
0.450 -5.280 11.525 11.525 -5.280 -5.280 11.525
0.600 -7.108 15.298 15.298 -7.108 -7.108 15.298
0.750 -8.935 19.071 19.071 -8.935 -8.935 19.071
0.900 -10.763 22.844 22.844 -10.763 -10.763 22.844
1.050 -12.591 26.617 26.617 -12.591 -12.591 26.617
1.200 -14.419 30.390 30.390 -14.419 -14.419 30.390
1.350 -16.247 34.164 34.164 -16.247 -16.247 34.164
1.500 -18.075 37.937 37.937 -18.075 -18.075 37.937
8:SLS 1 0.000 0.370 0.370 0.370 0.370 0.000 0.370
0.150 -0.777 2.733 2.733 -0.777 -0.777 2.733
0.300 -1.924 5.097 5.097 -1.924 -1.924 5.097
0.450 -3.071 7.460 7.460 -3.071 -3.071 7.460
0.600 -4.218 9.823 9.823 -4.218 -4.218 9.823
0.750 -5.365 12.186 12.186 -5.365 -5.365 12.186
0.900 -6.512 14.549 14.549 -6.512 -6.512 14.549
1.050 -7.659 16.912 16.912 -7.659 -7.659 16.912
1.200 -8.805 19.275 19.275 -8.805 -8.805 19.275
1.350 -9.952 21.638 21.638 -9.952 -9.952 21.638
1.500 -11.099 24.001 24.001 -11.099 -11.099 24.001
9:SLS 2 0.000 0.246 0.247 0.247 0.246 0.000 0.247
0.150 -1.158 3.148 3.148 -1.158 -1.158 3.148
0.300 -2.561 6.048 6.048 -2.561 -2.561 6.048
0.450 -3.965 8.948 8.948 -3.965 -3.965 8.948
0.600 -5.369 11.849 11.849 -5.369 -5.369 11.849
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
136
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 136 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.750 -6.773 14.749 14.749 -6.773 -6.773 14.749
0.900 -8.177 17.650 17.650 -8.177 -8.177 17.650
1.050 -9.581 20.550 20.550 -9.581 -9.581 20.550
1.200 -10.985 23.450 23.450 -10.985 -10.985 23.450
1.350 -12.388 26.351 26.351 -12.388 -12.388 26.351
1.500 -13.792 29.251 29.251 -13.792 -13.792 29.251
10:SLS 3 0.000 0.123 0.124 0.124 0.123 0.000 0.124
0.150 -1.024 2.487 2.487 -1.024 -1.024 2.487
0.300 -2.171 4.850 4.850 -2.171 -2.171 4.850
0.450 -3.318 7.213 7.213 -3.318 -3.318 7.213
0.600 -4.465 9.576 9.576 -4.465 -4.465 9.576
0.750 -5.612 11.939 11.939 -5.612 -5.612 11.939
0.900 -6.759 14.302 14.302 -6.759 -6.759 14.302
1.050 -7.905 16.665 16.665 -7.905 -7.905 16.665
1.200 -9.052 19.028 19.028 -9.052 -9.052 19.028
1.350 -10.199 21.391 21.391 -10.199 -10.199 21.391
1.500 -11.346 23.754 23.754 -11.346 -11.346 23.754
4 1:DL 0.000 -0.452 1.421 1.421 -0.452 -0.452 1.421
0.050 -0.476 1.459 1.459 -0.476 -0.476 1.459
0.100 -0.500 1.498 1.498 -0.500 -0.500 1.498
0.150 -0.524 1.536 1.536 -0.524 -0.524 1.536
0.200 -0.548 1.574 1.574 -0.548 -0.548 1.574
0.250 -0.572 1.613 1.613 -0.572 -0.572 1.613
0.300 -0.596 1.651 1.651 -0.596 -0.596 1.651
0.350 -0.621 1.690 1.690 -0.621 -0.621 1.690
0.400 -0.645 1.728 1.728 -0.645 -0.645 1.728
0.450 -0.669 1.766 1.766 -0.669 -0.669 1.766
0.500 -0.693 1.805 1.805 -0.693 -0.693 1.805
2:LL1 0.000 -21.811 65.049 65.049 -21.811 -21.811 65.049
0.050 -22.747 67.008 67.008 -22.747 -22.747 67.008
0.100 -23.684 68.967 68.967 -23.684 -23.684 68.967
0.150 -24.620 70.925 70.925 -24.620 -24.620 70.925
0.200 -25.557 72.884 72.884 -25.557 -25.557 72.884
0.250 -26.493 74.843 74.843 -26.493 -26.493 74.843
0.300 -27.430 76.802 76.802 -27.430 -27.430 76.802
0.350 -28.367 78.760 78.760 -28.367 -28.367 78.760
0.400 -29.303 80.719 80.719 -29.303 -29.303 80.719
0.450 -30.240 82.678 82.678 -30.240 -30.240 82.678
0.500 -31.176 84.637 84.637 -31.176 -31.176 84.637
3:LL2 0.000 -30.207 76.734 76.734 -30.207 -30.207 76.734
0.050 -31.360 79.146 79.146 -31.360 -31.360 79.146
0.100 -32.513 81.557 81.557 -32.513 -32.513 81.557
0.150 -33.666 83.969 83.969 -33.666 -33.666 83.969
0.200 -34.819 86.380 86.380 -34.819 -34.819 86.380
0.250 -35.972 88.792 88.792 -35.972 -35.972 88.792
0.300 -37.125 91.204 91.204 -37.125 -37.125 91.204
0.350 -38.279 93.615 93.615 -38.279 -38.279 93.615
0.400 -39.432 96.027 96.027 -39.432 -39.432 96.027
0.450 -40.585 98.438 98.438 -40.585 -40.585 98.438
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
137
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 137 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.500 -41.738 100.850 100.850 -41.738 -41.738 100.850
4:LL3 0.000 -25.612 61.248 61.248 -25.612 -25.612 61.248
0.050 -26.548 63.207 63.207 -26.548 -26.548 63.207
0.100 -27.485 65.166 65.166 -27.485 -27.485 65.166
0.150 -28.421 67.124 67.124 -28.421 -28.421 67.124
0.200 -29.358 69.083 69.083 -29.358 -29.358 69.083
0.250 -30.295 71.042 71.042 -30.295 -30.295 71.042
0.300 -31.231 73.001 73.001 -31.231 -31.231 73.001
0.350 -32.168 74.959 74.959 -32.168 -32.168 74.959
0.400 -33.104 76.918 76.918 -33.104 -33.104 76.918
0.450 -34.041 78.877 78.877 -34.041 -34.041 78.877
0.500 -34.977 80.836 80.836 -34.977 -34.977 80.836
5:ULS 1 0.000 -35.530 106.068 106.068 -35.530 -35.530 106.068
0.050 -37.062 109.256 109.256 -37.062 -37.062 109.256
0.100 -38.594 112.443 112.443 -38.594 -38.594 112.443
0.150 -40.126 115.631 115.631 -40.126 -40.126 115.631
0.200 -41.659 118.819 118.819 -41.659 -41.659 118.819
0.250 -43.191 122.007 122.007 -43.191 -43.191 122.007
0.300 -44.723 125.194 125.194 -44.723 -44.723 125.194
0.350 -46.255 128.382 128.382 -46.255 -46.255 128.382
0.400 -47.787 131.570 131.570 -47.787 -47.787 131.570
0.450 -49.319 134.758 134.758 -49.319 -49.319 134.758
0.500 -50.852 137.945 137.945 -50.852 -50.852 137.945
6:ULS 2 0.000 -48.964 124.763 124.763 -48.964 -48.964 124.763
0.050 -50.843 128.676 128.676 -50.843 -50.843 128.676
0.100 -52.721 132.588 132.588 -52.721 -52.721 132.588
0.150 -54.600 136.500 136.500 -54.600 -54.600 136.500
0.200 -56.479 140.413 140.413 -56.479 -56.479 140.413
0.250 -58.357 144.325 144.325 -58.357 -58.357 144.325
0.300 -60.236 148.237 148.237 -60.236 -60.236 148.237
0.350 -62.114 152.150 152.150 -62.114 -62.114 152.150
0.400 -63.993 156.062 156.062 -63.993 -63.993 156.062
0.450 -65.872 159.974 159.974 -65.872 -65.872 159.974
0.500 -67.750 163.887 163.887 -67.750 -67.750 163.887
7:ULS 3 0.000 -41.612 99.986 99.986 -41.612 -41.612 99.986
0.050 -43.144 103.174 103.174 -43.144 -43.144 103.174
0.100 -44.676 106.361 106.361 -44.676 -44.676 106.361
0.150 -46.208 109.549 109.549 -46.208 -46.208 109.549
0.200 -47.741 112.737 112.737 -47.741 -47.741 112.737
0.250 -49.273 115.925 115.925 -49.273 -49.273 115.925
0.300 -50.805 119.113 119.113 -50.805 -50.805 119.113
0.350 -52.337 122.300 122.300 -52.337 -52.337 122.300
0.400 -53.869 125.488 125.488 -53.869 -53.869 125.488
0.450 -55.401 128.676 128.676 -55.401 -55.401 128.676
0.500 -56.934 131.864 131.864 -56.934 -56.934 131.864
8:SLS 1 0.000 -22.263 66.470 66.470 -22.263 -22.263 66.470
0.050 -23.223 68.467 68.467 -23.223 -23.223 68.467
0.100 -24.184 70.464 70.464 -24.184 -24.184 70.464
0.150 -25.145 72.461 72.461 -25.145 -25.145 72.461
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
138
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 138 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.200 -26.105 74.459 74.459 -26.105 -26.105 74.459
0.250 -27.066 76.456 76.456 -27.066 -27.066 76.456
0.300 -28.026 78.453 78.453 -28.026 -28.026 78.453
0.350 -28.987 80.450 80.450 -28.987 -28.987 80.450
0.400 -29.948 82.447 82.447 -29.948 -29.948 82.447
0.450 -30.908 84.444 84.444 -30.908 -30.908 84.444
0.500 -31.869 86.442 86.442 -31.869 -31.869 86.442
9:SLS 2 0.000 -30.659 78.155 78.155 -30.659 -30.659 78.155
0.050 -31.836 80.605 80.605 -31.836 -31.836 80.605
0.100 -33.013 83.055 83.055 -33.013 -33.013 83.055
0.150 -34.191 85.505 85.505 -34.191 -34.191 85.505
0.200 -35.368 87.955 87.955 -35.368 -35.368 87.955
0.250 -36.545 90.405 90.405 -36.545 -36.545 90.405
0.300 -37.722 92.855 92.855 -37.722 -37.722 92.855
0.350 -38.899 95.305 95.305 -38.899 -38.899 95.305
0.400 -40.076 97.755 97.755 -40.076 -40.076 97.755
0.450 -41.253 100.205 100.205 -41.253 -41.253 100.205
0.500 -42.430 102.655 102.655 -42.430 -42.430 102.655
10:SLS 3 0.000 -26.064 62.669 62.669 -26.064 -26.064 62.669
0.050 -27.025 64.666 64.666 -27.025 -27.025 64.666
0.100 -27.985 66.663 66.663 -27.985 -27.985 66.663
0.150 -28.946 68.660 68.660 -28.946 -28.946 68.660
0.200 -29.906 70.657 70.657 -29.906 -29.906 70.657
0.250 -30.867 72.655 72.655 -30.867 -30.867 72.655
0.300 -31.828 74.652 74.652 -31.828 -31.828 74.652
0.350 -32.788 76.649 76.649 -32.788 -32.788 76.649
0.400 -33.749 78.646 78.646 -33.749 -33.749 78.646
0.450 -34.709 80.643 80.643 -34.709 -34.709 80.643
0.500 -35.670 82.640 82.640 -35.670 -35.670 82.640
5 1:DL 0.000 0.161 -0.471 -0.005 0.627 -0.471 0.627
0.168 0.265 -0.303 -0.063 0.505 -0.303 0.505
0.335 0.350 -0.156 -0.103 0.403 -0.156 0.403
0.503 0.415 -0.027 -0.123 0.319 -0.123 0.415
0.671 0.462 0.083 -0.124 0.255 -0.124 0.462
0.839 0.489 0.173 -0.105 0.210 -0.105 0.489
1.006 0.494 0.242 -0.065 0.187 -0.065 0.494
1.174 0.480 0.291 -0.006 0.183 -0.006 0.480
1.342 0.447 0.322 0.072 0.198 0.000 0.447
1.509 0.395 0.333 0.170 0.232 0.000 0.395
1.677 0.324 0.325 0.287 0.286 0.000 0.325
2:LL1 0.000 12.617 -16.687 -16.362 12.942 -16.687 12.942
0.168 11.766 -14.603 -14.475 11.894 -14.603 11.894
0.335 10.916 -12.519 -12.588 10.847 -12.588 10.916
0.503 10.065 -10.435 -10.701 9.799 -10.701 10.065
0.671 9.214 -8.351 -8.814 8.751 -8.814 9.214
0.839 8.363 -6.267 -6.927 7.703 -6.927 8.363
1.006 7.512 -4.183 -5.040 6.655 -5.040 7.512
1.174 6.661 -2.099 -3.153 5.607 -3.153 6.661
1.342 5.811 -0.015 -1.266 4.559 -1.266 5.811
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
139
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 139 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1.509 4.960 2.069 0.621 3.511 0.000 4.960
1.677 4.109 4.153 2.508 2.463 0.000 4.153
3:LL2 0.000 13.860 -22.219 -21.992 14.087 -22.219 14.087
0.168 12.760 -19.706 -19.617 12.849 -19.706 12.849
0.335 11.660 -17.193 -17.241 11.612 -17.241 11.660
0.503 10.560 -14.679 -14.865 10.374 -14.865 10.560
0.671 9.460 -12.166 -12.489 9.136 -12.489 9.460
0.839 8.360 -9.653 -10.113 7.899 -10.113 8.360
1.006 7.259 -7.139 -7.738 6.661 -7.738 7.259
1.174 6.159 -4.626 -5.362 5.424 -5.362 6.159
1.342 5.059 -2.113 -2.986 4.186 -2.986 5.059
1.509 3.959 0.401 -0.610 2.948 -0.610 3.959
1.677 2.859 2.914 1.766 1.711 0.000 2.914
4:LL3 0.000 10.720 -18.585 -18.456 10.848 -18.585 10.848
0.168 9.809 -16.560 -16.509 9.860 -16.560 9.860
0.335 8.899 -14.536 -14.563 8.872 -14.563 8.899
0.503 7.989 -12.511 -12.616 7.883 -12.616 7.989
0.671 7.078 -10.487 -10.670 6.895 -10.670 7.078
0.839 6.168 -8.462 -8.723 5.907 -8.723 6.168
1.006 5.257 -6.438 -6.777 4.918 -6.777 5.257
1.174 4.347 -4.413 -4.830 3.930 -4.830 4.347
1.342 3.437 -2.389 -2.884 2.942 -2.884 3.437
1.509 2.526 -0.364 -0.937 1.953 -0.937 2.526
1.677 1.616 1.660 1.010 0.965 0.000 1.660
5:ULS 1 0.000 20.413 -27.359 -26.186 21.586 -27.359 21.586
0.168 19.197 -23.790 -23.249 19.739 -23.790 19.739
0.335 17.955 -20.248 -20.285 17.918 -20.285 17.955
0.503 16.685 -16.734 -17.294 16.125 -17.294 16.685
0.671 15.389 -13.246 -14.276 14.358 -14.276 15.389
0.839 14.065 -9.784 -11.231 12.619 -11.231 14.065
1.006 12.711 -6.354 -8.156 10.909 -8.156 12.711
1.174 11.331 -2.950 -5.054 9.227 -5.054 11.331
1.342 9.923 0.427 -1.925 7.572 -1.925 9.923
1.509 8.489 3.777 1.231 5.943 0.000 8.489
1.677 7.028 7.100 4.413 4.341 0.000 7.100
6:ULS 2 0.000 22.402 -36.210 -35.195 23.417 -36.210 23.417
0.168 20.787 -31.955 -31.475 21.266 -31.955 21.266
0.335 19.145 -27.726 -27.729 19.143 -27.729 19.145
0.503 17.477 -23.524 -23.956 17.046 -23.956 17.477
0.671 15.782 -19.350 -20.156 14.976 -20.156 15.782
0.839 14.060 -15.202 -16.329 12.932 -16.329 14.060
1.006 12.307 -11.084 -12.472 10.920 -12.472 12.307
1.174 10.527 -6.994 -8.587 8.934 -8.587 10.527
1.342 8.721 -2.930 -4.676 6.975 -4.676 8.721
1.509 6.888 1.107 -0.738 5.043 -0.738 6.888
1.677 5.028 5.117 3.226 3.137 0.000 5.117
7:ULS 3 0.000 17.378 -30.394 -29.536 18.235 -30.394 18.235
0.168 16.066 -26.921 -26.504 16.484 -26.921 16.484
0.335 14.728 -23.475 -23.444 14.759 -23.475 14.759
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
140
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 140 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.503 13.363 -20.055 -20.358 13.061 -20.358 13.363
0.671 11.971 -16.663 -17.245 11.389 -17.245 11.971
0.839 10.553 -13.297 -14.105 9.745 -14.105 10.553
1.006 9.104 -9.962 -10.934 8.131 -10.934 9.104
1.174 7.628 -6.653 -7.737 6.544 -7.737 7.628
1.342 6.125 -3.372 -4.512 4.984 -4.512 6.125
1.509 4.595 -0.117 -1.261 3.451 -1.261 4.595
1.677 3.039 3.111 2.017 1.944 0.000 3.111
8:SLS 1 0.000 12.778 -17.158 -16.367 13.569 -17.158 13.569
0.168 12.031 -14.907 -14.538 12.400 -14.907 12.400
0.335 11.265 -12.675 -12.691 11.249 -12.691 11.265
0.503 10.480 -10.462 -10.824 10.118 -10.824 10.480
0.671 9.676 -8.268 -8.938 9.006 -8.938 9.676
0.839 8.852 -6.094 -7.033 7.913 -7.033 8.852
1.006 8.006 -3.941 -5.106 6.842 -5.106 8.006
1.174 7.142 -1.807 -3.159 5.790 -3.159 7.142
1.342 6.258 0.307 -1.194 4.757 -1.194 6.258
1.509 5.355 2.402 0.791 3.743 0.000 5.355
1.677 4.433 4.478 2.794 2.749 0.000 4.478
9:SLS 2 0.000 14.021 -22.690 -21.997 14.714 -22.690 14.714
0.168 13.025 -20.010 -19.680 13.355 -20.010 13.355
0.335 12.010 -17.348 -17.343 12.015 -17.348 12.015
0.503 10.975 -14.706 -14.988 10.694 -14.988 10.975
0.671 9.921 -12.083 -12.613 9.392 -12.613 9.921
0.839 8.848 -9.479 -10.219 8.109 -10.219 8.848
1.006 7.754 -6.897 -7.803 6.848 -7.803 7.754
1.174 6.640 -4.335 -5.368 5.606 -5.368 6.640
1.342 5.507 -1.791 -2.914 4.384 -2.914 5.507
1.509 4.354 0.733 -0.440 3.181 -0.440 4.354
1.677 3.183 3.239 2.052 1.996 0.000 3.239
10:SLS 3 0.000 10.881 -19.055 -18.461 11.476 -19.055 11.476
0.168 10.075 -16.864 -16.573 10.365 -16.864 10.365
0.335 9.249 -14.691 -14.665 9.275 -14.691 9.275
0.503 8.404 -12.538 -12.739 8.203 -12.739 8.404
0.671 7.540 -10.404 -10.793 7.150 -10.793 7.540
0.839 6.657 -8.289 -8.829 6.117 -8.829 6.657
1.006 5.752 -6.196 -6.842 5.105 -6.842 5.752
1.174 4.827 -4.122 -4.836 4.113 -4.836 4.827
1.342 3.884 -2.067 -2.811 3.140 -2.811 3.884
1.509 2.921 -0.031 -0.767 2.186 -0.767 2.921
1.677 1.940 1.985 1.296 1.251 0.000 1.985
6 1:DL 0.000 -0.247 0.384 0.850 0.218 -0.247 0.850
0.168 -0.103 0.466 0.706 0.137 -0.103 0.706
0.335 0.023 0.528 0.581 0.076 0.000 0.581
0.503 0.129 0.571 0.475 0.033 0.000 0.571
0.671 0.217 0.595 0.389 0.010 0.000 0.595
0.839 0.285 0.600 0.321 0.006 0.000 0.600
1.006 0.331 0.583 0.276 0.024 0.000 0.583
1.174 0.358 0.547 0.250 0.061 0.000 0.547
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
141
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 141 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1.342 0.366 0.492 0.242 0.117 0.000 0.492
1.509 0.355 0.417 0.254 0.192 0.000 0.417
1.677 0.324 0.323 0.285 0.286 0.000 0.324
2:LL1 0.000 -6.342 22.963 23.288 -6.016 -6.342 23.288
0.168 -5.294 21.076 21.204 -5.165 -5.294 21.204
0.335 -4.246 19.189 19.120 -4.315 -4.315 19.189
0.503 -3.198 17.302 17.036 -3.464 -3.464 17.302
0.671 -2.150 15.415 14.952 -2.613 -2.613 15.415
0.839 -1.102 13.528 12.868 -1.762 -1.762 13.528
1.006 -0.054 11.641 10.784 -0.911 -0.911 11.641
1.174 0.994 9.754 8.700 -0.061 -0.061 9.754
1.342 2.042 7.867 6.616 0.790 0.000 7.867
1.509 3.090 5.980 4.532 1.641 0.000 5.980
1.677 4.138 4.093 2.447 2.492 0.000 4.138
3:LL2 0.000 -9.482 26.598 26.825 -9.255 -9.482 26.825
0.168 -8.244 24.222 24.311 -8.155 -8.244 24.311
0.335 -7.006 21.846 21.798 -7.055 -7.055 21.846
0.503 -5.769 19.470 19.285 -5.954 -5.954 19.470
0.671 -4.531 17.095 16.771 -4.854 -4.854 17.095
0.839 -3.294 14.719 14.258 -3.754 -3.754 14.719
1.006 -2.056 12.343 11.745 -2.654 -2.654 12.343
1.174 -0.818 9.967 9.231 -1.554 -1.554 9.967
1.342 0.419 7.591 6.718 -0.454 -0.454 7.591
1.509 1.657 5.215 4.205 0.646 0.000 5.215
1.677 2.894 2.840 1.691 1.746 0.000 2.894
4:LL3 0.000 -8.239 21.066 21.194 -8.110 -8.239 21.194
0.168 -7.250 19.119 19.170 -7.200 -7.250 19.170
0.335 -6.262 17.173 17.145 -6.289 -6.289 17.173
0.503 -5.274 15.226 15.121 -5.379 -5.379 15.226
0.671 -4.285 13.279 13.096 -4.469 -4.469 13.279
0.839 -3.297 11.333 11.072 -3.558 -3.558 11.333
1.006 -2.309 9.386 9.047 -2.648 -2.648 9.386
1.174 -1.320 7.440 7.023 -1.737 -1.737 7.440
1.342 -0.332 5.493 4.998 -0.827 -0.827 5.493
1.509 0.656 3.547 2.974 0.083 0.000 3.547
1.677 1.645 1.600 0.949 0.994 0.000 1.645
5:ULS 1 0.000 -10.493 37.279 38.451 -9.320 -10.493 38.451
0.168 -8.614 34.374 34.915 -8.072 -8.614 34.915
0.335 -6.761 31.442 31.406 -6.797 -6.797 31.442
0.503 -4.935 28.483 27.923 -5.495 -5.495 28.483
0.671 -3.136 25.498 24.468 -4.167 -4.167 25.498
0.839 -1.364 22.485 21.039 -2.811 -2.811 22.485
1.006 0.377 19.442 17.640 -1.425 -1.425 19.442
1.174 2.092 16.372 14.269 -0.012 -0.012 16.372
1.342 3.780 13.276 10.924 1.428 0.000 13.276
1.509 5.440 10.152 7.606 2.894 0.000 10.152
1.677 7.075 7.002 4.315 4.388 0.000 7.075
6:ULS 2 0.000 -15.517 43.095 44.110 -14.502 -15.517 44.110
0.168 -13.334 39.407 39.887 -12.855 -13.334 39.887
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
142
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 142 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.335 -11.178 35.693 35.691 -11.181 -11.181 35.693
0.503 -9.049 31.952 31.521 -9.480 -9.480 31.952
0.671 -6.947 28.185 27.379 -7.753 -7.753 28.185
0.839 -4.871 24.390 23.263 -5.998 -5.998 24.390
1.006 -2.826 20.565 19.178 -4.213 -4.213 20.565
1.174 -0.808 16.713 15.120 -2.402 -2.402 16.713
1.342 1.183 12.834 11.088 -0.563 -0.563 12.834
1.509 3.148 8.929 7.083 1.302 0.000 8.929
1.677 5.085 4.996 3.106 3.195 0.000 5.085
7:ULS 3 0.000 -13.529 34.243 35.101 -12.671 -13.529 35.101
0.168 -11.745 31.243 31.660 -11.327 -11.745 31.660
0.335 -9.987 28.216 28.246 -9.957 -9.987 28.246
0.503 -8.257 25.162 24.859 -8.560 -8.560 25.162
0.671 -6.553 22.081 21.499 -7.136 -7.136 22.081
0.839 -4.877 18.973 18.165 -5.685 -5.685 18.973
1.006 -3.231 15.835 14.862 -4.203 -4.203 15.835
1.174 -1.611 12.669 11.586 -2.695 -2.695 12.669
1.342 -0.019 9.477 8.337 -1.160 -1.160 9.477
1.509 1.547 6.259 5.114 0.402 0.000 6.259
1.677 3.086 3.013 1.918 1.991 0.000 3.086
8:SLS 1 0.000 -6.589 23.347 24.138 -5.798 -6.589 24.138
0.168 -5.396 21.542 21.910 -5.028 -5.396 21.910
0.335 -4.223 19.717 19.701 -4.239 -4.239 19.717
0.503 -3.068 17.873 17.511 -3.430 -3.430 17.873
0.671 -1.933 16.010 15.341 -2.603 -2.603 16.010
0.839 -0.817 14.128 13.189 -1.756 -1.756 14.128
1.006 0.277 12.224 11.060 -0.888 -0.888 12.224
1.174 1.352 10.301 8.949 0.000 0.000 10.301
1.342 2.408 8.359 6.858 0.907 0.000 8.359
1.509 3.445 6.397 4.786 1.833 0.000 6.397
1.677 4.462 4.417 2.733 2.778 0.000 4.462
9:SLS 2 0.000 -9.729 26.982 27.675 -9.036 -9.729 27.675
0.168 -8.347 24.688 25.017 -8.017 -8.347 25.017
0.335 -6.984 22.374 22.379 -6.979 -6.984 22.379
0.503 -5.639 20.042 19.760 -5.921 -5.921 20.042
0.671 -4.315 17.690 17.160 -4.844 -4.844 17.690
0.839 -3.009 15.319 14.580 -3.748 -3.748 15.319
1.006 -1.725 12.926 12.021 -2.630 -2.630 12.926
1.174 -0.460 10.514 9.481 -1.493 -1.493 10.514
1.342 0.785 8.083 6.960 -0.337 -0.337 8.083
1.509 2.012 5.633 4.459 0.838 0.000 5.633
1.677 3.219 3.163 1.977 2.032 0.000 3.219
10:SLS 3 0.000 -8.486 21.450 22.044 -7.892 -8.486 22.044
0.168 -7.353 19.585 19.876 -7.062 -7.353 19.876
0.335 -6.239 17.701 17.727 -6.213 -6.239 17.727
0.503 -5.144 15.797 15.596 -5.346 -5.346 15.797
0.671 -4.069 13.875 13.485 -4.458 -4.458 13.875
0.839 -3.012 11.933 11.393 -3.552 -3.552 11.933
1.006 -1.978 9.970 9.323 -2.624 -2.624 9.970
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
143
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 143 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1.174 -0.962 7.987 7.272 -1.677 -1.677 7.987
1.342 0.034 5.985 5.241 -0.710 -0.710 5.985
1.509 1.011 3.964 3.228 0.275 0.000 3.964
1.677 1.969 1.924 1.235 1.280 0.000 1.969
7 1:DL 0.000 -0.018 -0.021 0.018 0.020 -0.021 0.020
0.075 0.042 0.021 -0.049 -0.028 -0.049 0.042
0.150 0.093 0.054 -0.107 -0.068 -0.107 0.093
0.225 0.136 0.078 -0.156 -0.098 -0.156 0.136
0.300 0.170 0.094 -0.197 -0.121 -0.197 0.170
0.375 0.196 0.101 -0.229 -0.134 -0.229 0.196
0.450 0.211 0.098 -0.251 -0.138 -0.251 0.211
0.525 0.219 0.087 -0.265 -0.133 -0.265 0.219
0.600 0.217 0.067 -0.270 -0.120 -0.270 0.217
0.675 0.208 0.039 -0.267 -0.098 -0.267 0.208
0.750 0.189 0.002 -0.255 -0.068 -0.255 0.189
2:LL1 0.000 -0.293 -0.392 0.258 0.357 -0.392 0.357
0.075 0.108 -0.850 -0.446 0.512 -0.850 0.512
0.150 0.509 -1.308 -1.151 0.666 -1.308 0.666
0.225 0.911 -1.765 -1.855 0.821 -1.855 0.911
0.300 1.312 -2.223 -2.560 0.975 -2.560 1.312
0.375 1.713 -2.681 -3.264 1.129 -3.264 1.713
0.450 2.114 -3.138 -3.969 1.284 -3.969 2.114
0.525 2.516 -3.596 -4.673 1.438 -4.673 2.516
0.600 2.917 -4.054 -5.378 1.593 -5.378 2.917
0.675 3.318 -4.511 -6.083 1.747 -6.083 3.318
0.750 3.720 -4.969 -6.787 1.902 -6.787 3.720
3:LL2 0.000 -0.535 -0.657 0.492 0.614 -0.657 0.614
0.075 0.025 -1.154 -0.442 0.738 -1.154 0.738
0.150 0.585 -1.652 -1.375 0.862 -1.652 0.862
0.225 1.145 -2.149 -2.308 0.986 -2.308 1.145
0.300 1.705 -2.647 -3.241 1.111 -3.241 1.705
0.375 2.265 -3.145 -4.175 1.235 -4.175 2.265
0.450 2.825 -3.642 -5.108 1.359 -5.108 2.825
0.525 3.385 -4.140 -6.041 1.483 -6.041 3.385
0.600 3.945 -4.638 -6.975 1.608 -6.975 3.945
0.675 4.505 -5.135 -7.908 1.732 -7.908 4.505
0.750 5.064 -5.633 -8.841 1.856 -8.841 5.064
4:LL3 0.000 -0.791 -0.890 0.756 0.855 -0.890 0.855
0.075 -0.201 -1.159 -0.137 0.821 -1.159 0.821
0.150 0.389 -1.428 -1.031 0.786 -1.428 0.786
0.225 0.979 -1.696 -1.924 0.752 -1.924 0.979
0.300 1.569 -1.965 -2.817 0.717 -2.817 1.569
0.375 2.159 -2.234 -3.711 0.683 -3.711 2.159
0.450 2.750 -2.503 -4.604 0.649 -4.604 2.750
0.525 3.340 -2.772 -5.497 0.614 -5.497 3.340
0.600 3.930 -3.041 -6.391 0.580 -6.391 3.930
0.675 4.520 -3.310 -7.284 0.546 -7.284 4.520
0.750 5.110 -3.579 -8.177 0.511 -8.177 5.110
5:ULS 1 0.000 -0.495 -0.656 0.438 0.599 -0.656 0.599
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
144
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 144 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.075 0.231 -1.331 -0.782 0.779 -1.331 0.779
0.150 0.945 -2.017 -1.990 0.971 -2.017 0.971
0.225 1.647 -2.715 -3.187 1.175 -3.187 1.647
0.300 2.337 -3.426 -4.371 1.391 -4.371 2.337
0.375 3.015 -4.148 -5.543 1.619 -5.543 3.015
0.450 3.679 -4.884 -6.702 1.861 -6.702 3.679
0.525 4.331 -5.632 -7.849 2.114 -7.849 4.331
0.600 4.972 -6.392 -8.983 2.380 -8.983 4.972
0.675 5.600 -7.164 -10.106 2.658 -10.106 5.600
0.750 6.216 -7.948 -11.217 2.947 -11.217 6.216
6:ULS 2 0.000 -0.881 -1.079 0.811 1.009 -1.079 1.009
0.075 0.098 -1.817 -0.775 1.141 -1.817 1.141
0.150 1.066 -2.568 -2.349 1.285 -2.568 1.285
0.225 2.022 -3.330 -3.911 1.440 -3.911 2.022
0.300 2.966 -4.104 -5.462 1.608 -5.462 2.966
0.375 3.898 -4.890 -7.000 1.788 -7.000 3.898
0.450 4.816 -5.690 -8.525 1.981 -8.525 4.816
0.525 5.722 -6.502 -10.037 2.187 -10.037 5.722
0.600 6.616 -7.326 -11.538 2.404 -11.538 6.616
0.675 7.498 -8.162 -13.027 2.633 -13.027 7.498
0.750 8.368 -9.010 -14.503 2.875 -14.503 8.368
7:ULS 3 0.000 -1.291 -1.452 1.234 1.396 -1.452 1.396
0.075 -0.263 -1.825 -0.288 1.273 -1.825 1.273
0.150 0.753 -2.209 -1.798 1.163 -2.209 1.163
0.225 1.757 -2.605 -3.297 1.065 -3.297 1.757
0.300 2.749 -3.014 -4.783 0.979 -4.783 2.749
0.375 3.729 -3.434 -6.258 0.905 -6.258 3.729
0.450 4.695 -3.868 -7.718 0.845 -7.718 4.695
0.525 5.650 -4.314 -9.167 0.796 -9.167 5.650
0.600 6.592 -4.772 -10.604 0.760 -10.604 6.592
0.675 7.522 -5.242 -12.028 0.735 -12.028 7.522
0.750 8.441 -5.723 -13.441 0.723 -13.441 8.441
8:SLS 1 0.000 -0.312 -0.413 0.276 0.377 -0.413 0.377
0.075 0.149 -0.829 -0.495 0.484 -0.829 0.484
0.150 0.602 -1.254 -1.257 0.599 -1.257 0.602
0.225 1.046 -1.687 -2.011 0.722 -2.011 1.046
0.300 1.482 -2.129 -2.757 0.854 -2.757 1.482
0.375 1.909 -2.580 -3.493 0.995 -3.493 1.909
0.450 2.326 -3.040 -4.220 1.146 -4.220 2.326
0.525 2.734 -3.509 -4.939 1.305 -4.939 2.734
0.600 3.134 -3.987 -5.648 1.473 -5.648 3.134
0.675 3.526 -4.473 -6.350 1.649 -6.350 3.526
0.750 3.909 -4.967 -7.042 1.834 -7.042 3.909
9:SLS 2 0.000 -0.553 -0.677 0.509 0.633 -0.677 0.633
0.075 0.067 -1.133 -0.490 0.710 -1.133 0.710
0.150 0.678 -1.598 -1.482 0.795 -1.598 0.795
0.225 1.281 -2.071 -2.464 0.888 -2.464 1.281
0.300 1.875 -2.553 -3.438 0.990 -3.438 1.875
0.375 2.460 -3.044 -4.404 1.101 -4.404 2.460
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
145
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 145 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.450 3.036 -3.544 -5.359 1.221 -5.359 3.036
0.525 3.603 -4.053 -6.306 1.350 -6.306 3.603
0.600 4.162 -4.570 -7.245 1.487 -7.245 4.162
0.675 4.712 -5.096 -8.175 1.634 -8.175 4.712
0.750 5.254 -5.631 -9.096 1.788 -9.096 5.254
10:SLS 3 0.000 -0.809 -0.910 0.774 0.875 -0.910 0.875
0.075 -0.159 -1.138 -0.186 0.792 -1.138 0.792
0.150 0.482 -1.374 -1.137 0.719 -1.374 0.719
0.225 1.115 -1.619 -2.080 0.653 -2.080 1.115
0.300 1.739 -1.872 -3.014 0.597 -3.014 1.739
0.375 2.355 -2.134 -3.940 0.549 -3.940 2.355
0.450 2.961 -2.405 -4.855 0.511 -4.855 2.961
0.525 3.558 -2.685 -5.763 0.481 -5.763 3.558
0.600 4.147 -2.974 -6.661 0.460 -6.661 4.147
0.675 4.727 -3.271 -7.551 0.447 -7.551 4.727
0.750 5.299 -3.577 -8.433 0.443 -8.433 5.299
8 1:DL 0.000 0.189 0.002 -0.255 -0.068 -0.255 0.189
0.075 0.208 0.039 -0.267 -0.098 -0.267 0.208
0.150 0.217 0.067 -0.270 -0.120 -0.270 0.217
0.225 0.219 0.087 -0.265 -0.133 -0.265 0.219
0.300 0.211 0.098 -0.251 -0.138 -0.251 0.211
0.375 0.196 0.101 -0.229 -0.134 -0.229 0.196
0.450 0.170 0.094 -0.197 -0.121 -0.197 0.170
0.525 0.136 0.078 -0.156 -0.098 -0.156 0.136
0.600 0.093 0.054 -0.107 -0.068 -0.107 0.093
0.675 0.042 0.021 -0.049 -0.028 -0.049 0.042
0.750 -0.018 -0.021 0.018 0.020 -0.021 0.020
2:LL1 0.000 3.720 -4.969 -6.787 1.902 -6.787 3.720
0.075 3.318 -4.511 -6.083 1.747 -6.083 3.318
0.150 2.917 -4.054 -5.378 1.593 -5.378 2.917
0.225 2.516 -3.596 -4.673 1.438 -4.673 2.516
0.300 2.114 -3.138 -3.969 1.284 -3.969 2.114
0.375 1.713 -2.681 -3.264 1.129 -3.264 1.713
0.450 1.312 -2.223 -2.560 0.975 -2.560 1.312
0.525 0.911 -1.765 -1.855 0.821 -1.855 0.911
0.600 0.509 -1.308 -1.151 0.666 -1.308 0.666
0.675 0.108 -0.850 -0.446 0.512 -0.850 0.512
0.750 -0.293 -0.392 0.258 0.357 -0.392 0.357
3:LL2 0.000 5.064 -5.633 -8.841 1.856 -8.841 5.064
0.075 4.505 -5.135 -7.908 1.732 -7.908 4.505
0.150 3.945 -4.638 -6.975 1.608 -6.975 3.945
0.225 3.385 -4.140 -6.041 1.483 -6.041 3.385
0.300 2.825 -3.642 -5.108 1.359 -5.108 2.825
0.375 2.265 -3.145 -4.175 1.235 -4.175 2.265
0.450 1.705 -2.647 -3.241 1.111 -3.241 1.705
0.525 1.145 -2.149 -2.308 0.986 -2.308 1.145
0.600 0.585 -1.652 -1.375 0.862 -1.652 0.862
0.675 0.025 -1.154 -0.442 0.738 -1.154 0.738
0.750 -0.535 -0.657 0.492 0.614 -0.657 0.614
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
146
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 146 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
4:LL3 0.000 5.110 -3.579 -8.177 0.511 -8.177 5.110
0.075 4.520 -3.310 -7.284 0.546 -7.284 4.520
0.150 3.930 -3.041 -6.391 0.580 -6.391 3.930
0.225 3.340 -2.772 -5.497 0.614 -5.497 3.340
0.300 2.750 -2.503 -4.604 0.649 -4.604 2.750
0.375 2.159 -2.234 -3.711 0.683 -3.711 2.159
0.450 1.569 -1.965 -2.817 0.717 -2.817 1.569
0.525 0.979 -1.696 -1.924 0.752 -1.924 0.979
0.600 0.389 -1.428 -1.031 0.786 -1.428 0.786
0.675 -0.201 -1.159 -0.137 0.821 -1.159 0.821
0.750 -0.791 -0.890 0.756 0.855 -0.890 0.855
5:ULS 1 0.000 6.216 -7.948 -11.217 2.947 -11.217 6.216
0.075 5.600 -7.164 -10.106 2.658 -10.106 5.600
0.150 4.972 -6.392 -8.983 2.380 -8.983 4.972
0.225 4.331 -5.632 -7.849 2.114 -7.849 4.331
0.300 3.679 -4.884 -6.702 1.861 -6.702 3.679
0.375 3.015 -4.148 -5.543 1.619 -5.543 3.015
0.450 2.337 -3.426 -4.371 1.391 -4.371 2.337
0.525 1.647 -2.715 -3.187 1.175 -3.187 1.647
0.600 0.945 -2.017 -1.990 0.971 -2.017 0.971
0.675 0.231 -1.331 -0.782 0.779 -1.331 0.779
0.750 -0.495 -0.656 0.438 0.599 -0.656 0.599
6:ULS 2 0.000 8.368 -9.010 -14.503 2.875 -14.503 8.368
0.075 7.498 -8.162 -13.027 2.633 -13.027 7.498
0.150 6.616 -7.326 -11.538 2.404 -11.538 6.616
0.225 5.722 -6.502 -10.037 2.187 -10.037 5.722
0.300 4.816 -5.690 -8.525 1.981 -8.525 4.816
0.375 3.898 -4.890 -7.000 1.788 -7.000 3.898
0.450 2.966 -4.104 -5.462 1.608 -5.462 2.966
0.525 2.022 -3.330 -3.911 1.440 -3.911 2.022
0.600 1.066 -2.568 -2.349 1.285 -2.568 1.285
0.675 0.098 -1.817 -0.775 1.141 -1.817 1.141
0.750 -0.881 -1.079 0.811 1.009 -1.079 1.009
7:ULS 3 0.000 8.441 -5.723 -13.441 0.723 -13.441 8.441
0.075 7.522 -5.242 -12.028 0.735 -12.028 7.522
0.150 6.592 -4.772 -10.604 0.760 -10.604 6.592
0.225 5.650 -4.314 -9.167 0.796 -9.167 5.650
0.300 4.695 -3.868 -7.718 0.845 -7.718 4.695
0.375 3.729 -3.434 -6.258 0.905 -6.258 3.729
0.450 2.749 -3.014 -4.783 0.979 -4.783 2.749
0.525 1.757 -2.605 -3.297 1.065 -3.297 1.757
0.600 0.753 -2.209 -1.798 1.163 -2.209 1.163
0.675 -0.263 -1.825 -0.288 1.273 -1.825 1.273
0.750 -1.291 -1.452 1.234 1.396 -1.452 1.396
8:SLS 1 0.000 3.909 -4.967 -7.042 1.834 -7.042 3.909
0.075 3.526 -4.473 -6.350 1.649 -6.350 3.526
0.150 3.134 -3.987 -5.648 1.473 -5.648 3.134
0.225 2.734 -3.509 -4.939 1.305 -4.939 2.734
0.300 2.326 -3.040 -4.220 1.146 -4.220 2.326
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
147
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 147 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.375 1.909 -2.580 -3.493 0.995 -3.493 1.909
0.450 1.482 -2.129 -2.757 0.854 -2.757 1.482
0.525 1.046 -1.687 -2.011 0.722 -2.011 1.046
0.600 0.602 -1.254 -1.257 0.599 -1.257 0.602
0.675 0.149 -0.829 -0.495 0.484 -0.829 0.484
0.750 -0.312 -0.413 0.276 0.377 -0.413 0.377
9:SLS 2 0.000 5.254 -5.631 -9.096 1.788 -9.096 5.254
0.075 4.712 -5.096 -8.175 1.634 -8.175 4.712
0.150 4.162 -4.570 -7.245 1.487 -7.245 4.162
0.225 3.603 -4.053 -6.306 1.350 -6.306 3.603
0.300 3.036 -3.544 -5.359 1.221 -5.359 3.036
0.375 2.460 -3.044 -4.404 1.101 -4.404 2.460
0.450 1.875 -2.553 -3.438 0.990 -3.438 1.875
0.525 1.281 -2.071 -2.464 0.888 -2.464 1.281
0.600 0.678 -1.598 -1.482 0.795 -1.598 0.795
0.675 0.067 -1.133 -0.490 0.710 -1.133 0.710
0.750 -0.553 -0.677 0.509 0.633 -0.677 0.633
10:SLS 3 0.000 5.299 -3.577 -8.433 0.443 -8.433 5.299
0.075 4.727 -3.271 -7.551 0.447 -7.551 4.727
0.150 4.147 -2.974 -6.661 0.460 -6.661 4.147
0.225 3.558 -2.685 -5.763 0.481 -5.763 3.558
0.300 2.961 -2.405 -4.855 0.511 -4.855 2.961
0.375 2.355 -2.134 -3.940 0.549 -3.940 2.355
0.450 1.739 -1.872 -3.014 0.597 -3.014 1.739
0.525 1.115 -1.619 -2.080 0.653 -2.080 1.115
0.600 0.482 -1.374 -1.137 0.719 -1.374 0.719
0.675 -0.159 -1.138 -0.186 0.792 -1.138 0.792
0.750 -0.809 -0.910 0.774 0.875 -0.910 0.875
9 1:DL 0.000 -0.038 -0.038 -0.038 -0.038 -0.038 0.000
0.150 -0.026 -0.100 -0.100 -0.026 -0.100 0.000
0.300 -0.013 -0.162 -0.162 -0.013 -0.162 0.000
0.450 -0.001 -0.223 -0.223 -0.001 -0.223 0.000
0.600 0.011 -0.285 -0.285 0.011 -0.285 0.011
0.750 0.024 -0.347 -0.347 0.024 -0.347 0.024
0.900 0.036 -0.408 -0.408 0.036 -0.408 0.036
1.050 0.049 -0.470 -0.470 0.049 -0.470 0.049
1.200 0.061 -0.531 -0.531 0.061 -0.531 0.061
1.350 0.074 -0.593 -0.593 0.074 -0.593 0.074
1.500 0.086 -0.655 -0.655 0.086 -0.655 0.086
2:LL1 0.000 0.162 0.161 0.161 0.162 0.000 0.162
0.150 1.273 -2.163 -2.163 1.273 -2.163 1.273
0.300 2.384 -4.488 -4.488 2.384 -4.488 2.384
0.450 3.496 -6.812 -6.812 3.496 -6.812 3.496
0.600 4.607 -9.137 -9.137 4.607 -9.137 4.607
0.750 5.719 -11.461 -11.461 5.719 -11.461 5.719
0.900 6.830 -13.786 -13.786 6.830 -13.786 6.830
1.050 7.942 -16.110 -16.110 7.942 -16.110 7.942
1.200 9.053 -18.435 -18.435 9.053 -18.435 9.053
1.350 10.164 -20.759 -20.759 10.164 -20.759 10.164
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
148
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 148 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1.500 11.276 -23.083 -23.083 11.276 -23.083 11.276
3:LL2 0.000 0.285 0.284 0.284 0.285 0.000 0.285
0.150 1.653 -2.577 -2.577 1.653 -2.577 1.653
0.300 3.022 -5.439 -5.439 3.022 -5.439 3.022
0.450 4.390 -8.301 -8.301 4.390 -8.301 4.390
0.600 5.759 -11.163 -11.163 5.759 -11.163 5.759
0.750 7.127 -14.025 -14.025 7.127 -14.025 7.127
0.900 8.495 -16.887 -16.887 8.495 -16.887 8.495
1.050 9.864 -19.748 -19.748 9.864 -19.748 9.864
1.200 11.232 -22.610 -22.610 11.232 -22.610 11.232
1.350 12.600 -25.472 -25.472 12.600 -25.472 12.600
1.500 13.969 -28.334 -28.334 13.969 -28.334 13.969
4:LL3 0.000 0.409 0.408 0.408 0.409 0.000 0.409
0.150 1.520 -1.917 -1.917 1.520 -1.917 1.520
0.300 2.631 -4.241 -4.241 2.631 -4.241 2.631
0.450 3.743 -6.565 -6.565 3.743 -6.565 3.743
0.600 4.854 -8.890 -8.890 4.854 -8.890 4.854
0.750 5.966 -11.214 -11.214 5.966 -11.214 5.966
0.900 7.077 -13.539 -13.539 7.077 -13.539 7.077
1.050 8.188 -15.863 -15.863 8.188 -15.863 8.188
1.200 9.300 -18.188 -18.188 9.300 -18.188 9.300
1.350 10.411 -20.512 -20.512 10.411 -20.512 10.411
1.500 11.523 -22.836 -22.836 11.523 -22.836 11.523
5:ULS 1 0.000 0.205 0.204 0.204 0.205 0.000 0.205
0.150 2.001 -3.601 -3.601 2.001 -3.601 2.001
0.300 3.796 -7.407 -7.407 3.796 -7.407 3.796
0.450 5.592 -11.212 -11.212 5.592 -11.212 5.592
0.600 7.388 -15.018 -15.018 7.388 -15.018 7.388
0.750 9.183 -18.823 -18.823 9.183 -18.823 9.183
0.900 10.979 -22.628 -22.628 10.979 -22.628 10.979
1.050 12.775 -26.434 -26.434 12.775 -26.434 12.775
1.200 14.571 -30.239 -30.239 14.571 -30.239 14.571
1.350 16.366 -34.045 -34.045 16.366 -34.045 16.366
1.500 18.162 -37.850 -37.850 18.162 -37.850 18.162
6:ULS 2 0.000 0.403 0.401 0.401 0.403 0.000 0.403
0.150 2.609 -4.264 -4.264 2.609 -4.264 2.609
0.300 4.816 -8.929 -8.929 4.816 -8.929 4.816
0.450 7.023 -13.594 -13.594 7.023 -13.594 7.023
0.600 9.230 -18.260 -18.260 9.230 -18.260 9.230
0.750 11.437 -22.925 -22.925 11.437 -22.925 11.437
0.900 13.643 -27.590 -27.590 13.643 -27.590 13.643
1.050 15.850 -32.255 -32.255 15.850 -32.255 15.850
1.200 18.057 -36.921 -36.921 18.057 -36.921 18.057
1.350 20.264 -41.586 -41.586 20.264 -41.586 20.264
1.500 22.471 -46.251 -46.251 22.471 -46.251 22.471
7:ULS 3 0.000 0.600 0.599 0.599 0.600 0.000 0.600
0.150 2.396 -3.206 -3.206 2.396 -3.206 2.396
0.300 4.191 -7.012 -7.012 4.191 -7.012 4.191
0.450 5.987 -10.817 -10.817 5.987 -10.817 5.987
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
149
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 149 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.600 7.783 -14.623 -14.623 7.783 -14.623 7.783
0.750 9.578 -18.428 -18.428 9.578 -18.428 9.578
0.900 11.374 -22.233 -22.233 11.374 -22.233 11.374
1.050 13.170 -26.039 -26.039 13.170 -26.039 13.170
1.200 14.966 -29.844 -29.844 14.966 -29.844 14.966
1.350 16.761 -33.650 -33.650 16.761 -33.650 16.761
1.500 18.557 -37.455 -37.455 18.557 -37.455 18.557
8:SLS 1 0.000 0.123 0.123 0.123 0.123 0.000 0.123
0.150 1.247 -2.263 -2.263 1.247 -2.263 1.247
0.300 2.371 -4.649 -4.649 2.371 -4.649 2.371
0.450 3.495 -7.036 -7.036 3.495 -7.036 3.495
0.600 4.619 -9.422 -9.422 4.619 -9.422 4.619
0.750 5.743 -11.808 -11.808 5.743 -11.808 5.743
0.900 6.867 -14.194 -14.194 6.867 -14.194 6.867
1.050 7.990 -16.580 -16.580 7.990 -16.580 7.990
1.200 9.114 -18.966 -18.966 9.114 -18.966 9.114
1.350 10.238 -21.352 -21.352 10.238 -21.352 10.238
1.500 11.362 -23.738 -23.738 11.362 -23.738 11.362
9:SLS 2 0.000 0.247 0.246 0.246 0.247 0.000 0.247
0.150 1.628 -2.677 -2.677 1.628 -2.677 1.628
0.300 3.008 -5.601 -5.601 3.008 -5.601 3.008
0.450 4.389 -8.524 -8.524 4.389 -8.524 4.389
0.600 5.770 -11.448 -11.448 5.770 -11.448 5.770
0.750 7.151 -14.371 -14.371 7.151 -14.371 7.151
0.900 8.532 -17.295 -17.295 8.532 -17.295 8.532
1.050 9.912 -20.218 -20.218 9.912 -20.218 9.912
1.200 11.293 -23.142 -23.142 11.293 -23.142 11.293
1.350 12.674 -26.065 -26.065 12.674 -26.065 12.674
1.500 14.055 -28.989 -28.989 14.055 -28.989 14.055
10:SLS 3 0.000 0.370 0.370 0.370 0.370 0.000 0.370
0.150 1.494 -2.017 -2.017 1.494 -2.017 1.494
0.300 2.618 -4.403 -4.403 2.618 -4.403 2.618
0.450 3.742 -6.789 -6.789 3.742 -6.789 3.742
0.600 4.866 -9.175 -9.175 4.866 -9.175 4.866
0.750 5.990 -11.561 -11.561 5.990 -11.561 5.990
0.900 7.113 -13.947 -13.947 7.113 -13.947 7.113
1.050 8.237 -16.333 -16.333 8.237 -16.333 8.237
1.200 9.361 -18.719 -18.719 9.361 -18.719 9.361
1.350 10.485 -21.105 -21.105 10.485 -21.105 10.485
1.500 11.609 -23.491 -23.491 11.609 -23.491 11.609
10 1:DL 0.000 0.760 -1.114 -1.114 0.760 -1.114 0.760
0.050 0.776 -1.160 -1.160 0.776 -1.160 0.776
0.100 0.792 -1.206 -1.206 0.792 -1.206 0.792
0.150 0.809 -1.252 -1.252 0.809 -1.252 0.809
0.200 0.825 -1.298 -1.298 0.825 -1.298 0.825
0.250 0.841 -1.344 -1.344 0.841 -1.344 0.841
0.300 0.858 -1.390 -1.390 0.858 -1.390 0.858
0.350 0.874 -1.436 -1.436 0.874 -1.436 0.874
0.400 0.890 -1.482 -1.482 0.890 -1.482 0.890
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
150
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 150 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.450 0.907 -1.528 -1.528 0.907 -1.528 0.907
0.500 0.923 -1.574 -1.574 0.923 -1.574 0.923
2:LL1 0.000 30.582 -56.277 -56.277 30.582 -56.277 30.582
0.050 31.519 -58.236 -58.236 31.519 -58.236 31.519
0.100 32.456 -60.195 -60.195 32.456 -60.195 32.456
0.150 33.392 -62.154 -62.154 33.392 -62.154 33.392
0.200 34.329 -64.112 -64.112 34.329 -64.112 34.329
0.250 35.265 -66.071 -66.071 35.265 -66.071 35.265
0.300 36.202 -68.030 -68.030 36.202 -68.030 36.202
0.350 37.138 -69.989 -69.989 37.138 -69.989 37.138
0.400 38.075 -71.947 -71.947 38.075 -71.947 38.075
0.450 39.012 -73.906 -73.906 39.012 -73.906 39.012
0.500 39.948 -75.865 -75.865 39.948 -75.865 39.948
3:LL2 0.000 38.979 -67.962 -67.962 38.979 -67.962 38.979
0.050 40.132 -70.374 -70.374 40.132 -70.374 40.132
0.100 41.285 -72.785 -72.785 41.285 -72.785 41.285
0.150 42.438 -75.197 -75.197 42.438 -75.197 42.438
0.200 43.591 -77.608 -77.608 43.591 -77.608 43.591
0.250 44.744 -80.020 -80.020 44.744 -80.020 44.744
0.300 45.897 -82.432 -82.432 45.897 -82.432 45.897
0.350 47.050 -84.843 -84.843 47.050 -84.843 47.050
0.400 48.204 -87.255 -87.255 48.204 -87.255 48.204
0.450 49.357 -89.666 -89.666 49.357 -89.666 49.357
0.500 50.510 -92.078 -92.078 50.510 -92.078 50.510
4:LL3 0.000 34.384 -52.476 -52.476 34.384 -52.476 34.384
0.050 35.320 -54.435 -54.435 35.320 -54.435 35.320
0.100 36.257 -56.394 -56.394 36.257 -56.394 36.257
0.150 37.193 -58.352 -58.352 37.193 -58.352 37.193
0.200 38.130 -60.311 -60.311 38.130 -60.311 38.130
0.250 39.066 -62.270 -62.270 39.066 -62.270 39.066
0.300 40.003 -64.229 -64.229 40.003 -64.229 40.003
0.350 40.940 -66.187 -66.187 40.940 -66.187 40.940
0.400 41.876 -68.146 -68.146 41.876 -68.146 41.876
0.450 42.813 -70.105 -70.105 42.813 -70.105 42.813
0.500 43.749 -72.064 -72.064 43.749 -72.064 43.749
5:ULS 1 0.000 49.995 -91.603 -91.603 49.995 -91.603 49.995
0.050 51.517 -94.801 -94.801 51.517 -94.801 51.517
0.100 53.038 -98.000 -98.000 53.038 -98.000 53.038
0.150 54.560 -101.198 -101.198 54.560 -101.198 54.560
0.200 56.081 -104.397 -104.397 56.081 -104.397 56.081
0.250 57.602 -107.595 -107.595 57.602 -107.595 57.602
0.300 59.124 -110.794 -110.794 59.124 -110.794 59.124
0.350 60.645 -113.992 -113.992 60.645 -113.992 60.645
0.400 62.167 -117.191 -117.191 62.167 -117.191 62.167
0.450 63.688 -120.389 -120.389 63.688 -120.389 63.688
0.500 65.209 -123.588 -123.588 65.209 -123.588 65.209
6:ULS 2 0.000 63.429 -110.298 -110.298 63.429 -110.298 63.429
0.050 65.297 -114.221 -114.221 65.297 -114.221 65.297
0.100 67.165 -118.144 -118.144 67.165 -118.144 67.165
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
151
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 151 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.150 69.033 -122.067 -122.067 69.033 -122.067 69.033
0.200 70.901 -125.990 -125.990 70.901 -125.990 70.901
0.250 72.769 -129.914 -129.914 72.769 -129.914 72.769
0.300 74.637 -133.837 -133.837 74.637 -133.837 74.637
0.350 76.504 -137.760 -137.760 76.504 -137.760 76.504
0.400 78.372 -141.683 -141.683 78.372 -141.683 78.372
0.450 80.240 -145.606 -145.606 80.240 -145.606 80.240
0.500 82.108 -149.529 -149.529 82.108 -149.529 82.108
7:ULS 3 0.000 56.077 -85.521 -85.521 56.077 -85.521 56.077
0.050 57.599 -88.719 -88.719 57.599 -88.719 57.599
0.100 59.120 -91.918 -91.918 59.120 -91.918 59.120
0.150 60.641 -95.116 -95.116 60.641 -95.116 60.641
0.200 62.163 -98.315 -98.315 62.163 -98.315 62.163
0.250 63.684 -101.513 -101.513 63.684 -101.513 63.684
0.300 65.206 -104.712 -104.712 65.206 -104.712 65.206
0.350 66.727 -107.910 -107.910 66.727 -107.910 66.727
0.400 68.248 -111.109 -111.109 68.248 -111.109 68.248
0.450 69.770 -114.307 -114.307 69.770 -114.307 69.770
0.500 71.291 -117.506 -117.506 71.291 -117.506 71.291
8:SLS 1 0.000 31.342 -57.391 -57.391 31.342 -57.391 31.342
0.050 32.295 -59.396 -59.396 32.295 -59.396 32.295
0.100 33.248 -61.400 -61.400 33.248 -61.400 33.248
0.150 34.201 -63.405 -63.405 34.201 -63.405 34.201
0.200 35.154 -65.410 -65.410 35.154 -65.410 35.154
0.250 36.107 -67.415 -67.415 36.107 -67.415 36.107
0.300 37.060 -69.420 -69.420 37.060 -69.420 37.060
0.350 38.012 -71.425 -71.425 38.012 -71.425 38.012
0.400 38.965 -73.429 -73.429 38.965 -73.429 38.965
0.450 39.918 -75.434 -75.434 39.918 -75.434 39.918
0.500 40.871 -77.439 -77.439 40.871 -77.439 40.871
9:SLS 2 0.000 39.738 -69.076 -69.076 39.738 -69.076 39.738
0.050 40.908 -71.533 -71.533 40.908 -71.533 40.908
0.100 42.077 -73.991 -73.991 42.077 -73.991 42.077
0.150 43.247 -76.449 -76.449 43.247 -76.449 43.247
0.200 44.416 -78.906 -78.906 44.416 -78.906 44.416
0.250 45.586 -81.364 -81.364 45.586 -81.364 45.586
0.300 46.755 -83.822 -83.822 46.755 -83.822 46.755
0.350 47.925 -86.279 -86.279 47.925 -86.279 47.925
0.400 49.094 -88.737 -88.737 49.094 -88.737 49.094
0.450 50.263 -91.195 -91.195 50.263 -91.195 50.263
0.500 51.433 -93.652 -93.652 51.433 -93.652 51.433
10:SLS 3 0.000 35.143 -53.590 -53.590 35.143 -53.590 35.143
0.050 36.096 -55.594 -55.594 36.096 -55.594 36.096
0.100 37.049 -57.599 -57.599 37.049 -57.599 37.049
0.150 38.002 -59.604 -59.604 38.002 -59.604 38.002
0.200 38.955 -61.609 -61.609 38.955 -61.609 38.955
0.250 39.908 -63.614 -63.614 39.908 -63.614 39.908
0.300 40.861 -65.619 -65.619 40.861 -65.619 40.861
0.350 41.814 -67.623 -67.623 41.814 -67.623 41.814
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
152
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 152 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.400 42.767 -69.628 -69.628 42.767 -69.628 42.767
0.450 43.719 -71.633 -71.633 43.719 -71.633 43.719
0.500 44.672 -73.638 -73.638 44.672 -73.638 44.672
11 1:DL 0.000 -0.247 0.384 0.850 0.218 -0.247 0.850
0.168 -0.103 0.466 0.706 0.137 -0.103 0.706
0.335 0.023 0.528 0.581 0.076 0.000 0.581
0.503 0.129 0.571 0.475 0.033 0.000 0.571
0.671 0.217 0.595 0.389 0.010 0.000 0.595
0.839 0.285 0.600 0.321 0.006 0.000 0.600
1.006 0.331 0.583 0.276 0.024 0.000 0.583
1.174 0.358 0.547 0.250 0.061 0.000 0.547
1.342 0.366 0.492 0.242 0.117 0.000 0.492
1.509 0.355 0.417 0.254 0.192 0.000 0.417
1.677 0.324 0.323 0.285 0.286 0.000 0.324
2:LL1 0.000 -8.239 21.066 21.194 -8.110 -8.239 21.194
0.168 -7.250 19.119 19.170 -7.200 -7.250 19.170
0.335 -6.262 17.173 17.145 -6.289 -6.289 17.173
0.503 -5.274 15.226 15.121 -5.379 -5.379 15.226
0.671 -4.285 13.279 13.096 -4.469 -4.469 13.279
0.839 -3.297 11.333 11.072 -3.558 -3.558 11.333
1.006 -2.309 9.386 9.047 -2.648 -2.648 9.386
1.174 -1.320 7.440 7.023 -1.737 -1.737 7.440
1.342 -0.332 5.493 4.998 -0.827 -0.827 5.493
1.509 0.656 3.547 2.974 0.083 0.000 3.547
1.677 1.645 1.600 0.949 0.994 0.000 1.645
3:LL2 0.000 -9.482 26.598 26.825 -9.255 -9.482 26.825
0.168 -8.244 24.222 24.311 -8.155 -8.244 24.311
0.335 -7.006 21.846 21.798 -7.055 -7.055 21.846
0.503 -5.769 19.470 19.285 -5.954 -5.954 19.470
0.671 -4.531 17.095 16.771 -4.854 -4.854 17.095
0.839 -3.294 14.719 14.258 -3.754 -3.754 14.719
1.006 -2.056 12.343 11.745 -2.654 -2.654 12.343
1.174 -0.818 9.967 9.231 -1.554 -1.554 9.967
1.342 0.419 7.591 6.718 -0.454 -0.454 7.591
1.509 1.657 5.215 4.205 0.646 0.000 5.215
1.677 2.894 2.840 1.691 1.746 0.000 2.894
4:LL3 0.000 -6.341 22.963 23.288 -6.016 -6.341 23.288
0.168 -5.294 21.076 21.204 -5.165 -5.294 21.204
0.335 -4.246 19.189 19.120 -4.315 -4.315 19.189
0.503 -3.198 17.302 17.036 -3.464 -3.464 17.302
0.671 -2.150 15.415 14.952 -2.613 -2.613 15.415
0.839 -1.102 13.528 12.868 -1.762 -1.762 13.528
1.006 -0.054 11.641 10.784 -0.911 -0.911 11.641
1.174 0.994 9.754 8.700 -0.061 -0.061 9.754
1.342 2.042 7.867 6.616 0.790 0.000 7.867
1.509 3.090 5.980 4.532 1.641 0.000 5.980
1.677 4.138 4.093 2.447 2.492 0.000 4.138
5:ULS 1 0.000 -13.529 34.243 35.101 -12.671 -13.529 35.101
0.168 -11.745 31.243 31.660 -11.327 -11.745 31.660
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
153
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 153 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.335 -9.987 28.216 28.246 -9.957 -9.987 28.246
0.503 -8.257 25.162 24.859 -8.560 -8.560 25.162
0.671 -6.553 22.081 21.499 -7.136 -7.136 22.081
0.839 -4.877 18.973 18.165 -5.685 -5.685 18.973
1.006 -3.231 15.835 14.862 -4.203 -4.203 15.835
1.174 -1.611 12.669 11.586 -2.695 -2.695 12.669
1.342 -0.019 9.477 8.337 -1.160 -1.160 9.477
1.509 1.547 6.259 5.114 0.402 0.000 6.259
1.677 3.086 3.013 1.918 1.991 0.000 3.086
6:ULS 2 0.000 -15.517 43.095 44.110 -14.502 -15.517 44.110
0.168 -13.334 39.407 39.887 -12.855 -13.334 39.887
0.335 -11.178 35.693 35.691 -11.181 -11.181 35.693
0.503 -9.049 31.952 31.521 -9.480 -9.480 31.952
0.671 -6.947 28.185 27.379 -7.753 -7.753 28.185
0.839 -4.871 24.390 23.263 -5.998 -5.998 24.390
1.006 -2.826 20.565 19.178 -4.213 -4.213 20.565
1.174 -0.808 16.713 15.120 -2.402 -2.402 16.713
1.342 1.183 12.834 11.088 -0.563 -0.563 12.834
1.509 3.148 8.929 7.083 1.302 0.000 8.929
1.677 5.085 4.996 3.106 3.195 0.000 5.085
7:ULS 3 0.000 -10.493 37.279 38.451 -9.320 -10.493 38.451
0.168 -8.614 34.374 34.915 -8.072 -8.614 34.915
0.335 -6.761 31.442 31.406 -6.797 -6.797 31.442
0.503 -4.935 28.483 27.923 -5.495 -5.495 28.483
0.671 -3.136 25.498 24.468 -4.167 -4.167 25.498
0.839 -1.364 22.485 21.039 -2.811 -2.811 22.485
1.006 0.377 19.442 17.640 -1.425 -1.425 19.442
1.174 2.092 16.372 14.269 -0.012 -0.012 16.372
1.342 3.780 13.276 10.924 1.428 0.000 13.276
1.509 5.440 10.152 7.606 2.894 0.000 10.152
1.677 7.075 7.002 4.315 4.388 0.000 7.075
8:SLS 1 0.000 -8.486 21.450 22.044 -7.892 -8.486 22.044
0.168 -7.353 19.585 19.876 -7.062 -7.353 19.876
0.335 -6.239 17.701 17.727 -6.213 -6.239 17.727
0.503 -5.144 15.797 15.596 -5.346 -5.346 15.797
0.671 -4.069 13.875 13.485 -4.458 -4.458 13.875
0.839 -3.012 11.933 11.393 -3.552 -3.552 11.933
1.006 -1.978 9.970 9.323 -2.624 -2.624 9.970
1.174 -0.962 7.987 7.272 -1.677 -1.677 7.987
1.342 0.034 5.985 5.241 -0.710 -0.710 5.985
1.509 1.011 3.964 3.228 0.275 0.000 3.964
1.677 1.969 1.924 1.235 1.280 0.000 1.969
9:SLS 2 0.000 -9.729 26.982 27.675 -9.036 -9.729 27.675
0.168 -8.347 24.688 25.017 -8.017 -8.347 25.017
0.335 -6.984 22.374 22.379 -6.979 -6.984 22.379
0.503 -5.639 20.042 19.760 -5.921 -5.921 20.042
0.671 -4.315 17.690 17.160 -4.844 -4.844 17.690
0.839 -3.009 15.319 14.580 -3.748 -3.748 15.319
1.006 -1.725 12.926 12.021 -2.630 -2.630 12.926
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
154
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 154 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1.174 -0.460 10.514 9.481 -1.493 -1.493 10.514
1.342 0.785 8.083 6.960 -0.337 -0.337 8.083
1.509 2.012 5.633 4.459 0.838 0.000 5.633
1.677 3.219 3.163 1.977 2.032 0.000 3.219
10:SLS 3 0.000 -6.589 23.347 24.138 -5.798 -6.589 24.138
0.168 -5.396 21.542 21.910 -5.028 -5.396 21.910
0.335 -4.223 19.717 19.701 -4.239 -4.239 19.717
0.503 -3.068 17.873 17.511 -3.430 -3.430 17.873
0.671 -1.933 16.010 15.341 -2.603 -2.603 16.010
0.839 -0.817 14.128 13.189 -1.756 -1.756 14.128
1.006 0.277 12.224 11.060 -0.888 -0.888 12.224
1.174 1.352 10.301 8.949 0.000 0.000 10.301
1.342 2.408 8.359 6.858 0.907 0.000 8.359
1.509 3.445 6.397 4.786 1.833 0.000 6.397
1.677 4.462 4.417 2.733 2.778 0.000 4.462
12 1:DL 0.000 0.161 -0.471 -0.005 0.627 -0.471 0.627
0.168 0.265 -0.303 -0.063 0.505 -0.303 0.505
0.335 0.350 -0.156 -0.103 0.403 -0.156 0.403
0.503 0.415 -0.027 -0.123 0.319 -0.123 0.415
0.671 0.462 0.083 -0.124 0.255 -0.124 0.462
0.839 0.489 0.173 -0.105 0.210 -0.105 0.489
1.006 0.494 0.242 -0.065 0.187 -0.065 0.494
1.174 0.480 0.291 -0.006 0.183 -0.006 0.480
1.342 0.447 0.322 0.072 0.198 0.000 0.447
1.509 0.395 0.333 0.170 0.232 0.000 0.395
1.677 0.324 0.325 0.287 0.286 0.000 0.325
2:LL1 0.000 10.720 -18.585 -18.456 10.848 -18.585 10.848
0.168 9.809 -16.560 -16.509 9.860 -16.560 9.860
0.335 8.899 -14.536 -14.563 8.872 -14.563 8.899
0.503 7.989 -12.511 -12.616 7.883 -12.616 7.989
0.671 7.078 -10.487 -10.670 6.895 -10.670 7.078
0.839 6.168 -8.462 -8.723 5.907 -8.723 6.168
1.006 5.257 -6.438 -6.777 4.918 -6.777 5.257
1.174 4.347 -4.413 -4.830 3.930 -4.830 4.347
1.342 3.437 -2.389 -2.884 2.942 -2.884 3.437
1.509 2.526 -0.364 -0.937 1.953 -0.937 2.526
1.677 1.616 1.660 1.010 0.965 0.000 1.660
3:LL2 0.000 13.860 -22.219 -21.992 14.087 -22.219 14.087
0.168 12.760 -19.706 -19.617 12.849 -19.706 12.849
0.335 11.660 -17.193 -17.241 11.612 -17.241 11.660
0.503 10.560 -14.679 -14.865 10.374 -14.865 10.560
0.671 9.460 -12.166 -12.489 9.136 -12.489 9.460
0.839 8.360 -9.653 -10.113 7.899 -10.113 8.360
1.006 7.259 -7.139 -7.738 6.661 -7.738 7.259
1.174 6.159 -4.626 -5.362 5.424 -5.362 6.159
1.342 5.059 -2.113 -2.986 4.186 -2.986 5.059
1.509 3.959 0.401 -0.610 2.948 -0.610 3.959
1.677 2.859 2.914 1.766 1.711 0.000 2.914
4:LL3 0.000 12.617 -16.687 -16.362 12.942 -16.687 12.942
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
155
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 155 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
0.168 11.766 -14.603 -14.475 11.894 -14.603 11.894
0.335 10.916 -12.519 -12.588 10.847 -12.588 10.916
0.503 10.065 -10.435 -10.701 9.799 -10.701 10.065
0.671 9.214 -8.351 -8.814 8.751 -8.814 9.214
0.839 8.363 -6.267 -6.927 7.703 -6.927 8.363
1.006 7.512 -4.183 -5.040 6.655 -5.040 7.512
1.174 6.661 -2.099 -3.153 5.607 -3.153 6.661
1.342 5.811 -0.015 -1.266 4.559 -1.266 5.811
1.509 4.960 2.069 0.621 3.511 0.000 4.960
1.677 4.109 4.153 2.508 2.463 0.000 4.153
5:ULS 1 0.000 17.378 -30.394 -29.536 18.235 -30.394 18.235
0.168 16.066 -26.921 -26.504 16.484 -26.921 16.484
0.335 14.728 -23.475 -23.444 14.759 -23.475 14.759
0.503 13.363 -20.055 -20.358 13.061 -20.358 13.363
0.671 11.971 -16.663 -17.245 11.389 -17.245 11.971
0.839 10.553 -13.297 -14.105 9.745 -14.105 10.553
1.006 9.104 -9.962 -10.934 8.131 -10.934 9.104
1.174 7.628 -6.653 -7.737 6.544 -7.737 7.628
1.342 6.125 -3.372 -4.512 4.984 -4.512 6.125
1.509 4.595 -0.117 -1.261 3.451 -1.261 4.595
1.677 3.039 3.111 2.017 1.944 0.000 3.111
6:ULS 2 0.000 22.402 -36.210 -35.195 23.417 -36.210 23.417
0.168 20.787 -31.955 -31.475 21.266 -31.955 21.266
0.335 19.145 -27.726 -27.729 19.143 -27.729 19.145
0.503 17.477 -23.524 -23.956 17.046 -23.956 17.477
0.671 15.782 -19.350 -20.156 14.976 -20.156 15.782
0.839 14.060 -15.202 -16.329 12.932 -16.329 14.060
1.006 12.307 -11.084 -12.472 10.920 -12.472 12.307
1.174 10.527 -6.994 -8.587 8.934 -8.587 10.527
1.342 8.721 -2.930 -4.676 6.975 -4.676 8.721
1.509 6.888 1.107 -0.738 5.043 -0.738 6.888
1.677 5.028 5.117 3.226 3.137 0.000 5.117
7:ULS 3 0.000 20.413 -27.359 -26.186 21.586 -27.359 21.586
0.168 19.197 -23.790 -23.249 19.739 -23.790 19.739
0.335 17.955 -20.248 -20.285 17.918 -20.285 17.955
0.503 16.685 -16.734 -17.294 16.125 -17.294 16.685
0.671 15.389 -13.246 -14.276 14.358 -14.276 15.389
0.839 14.065 -9.784 -11.231 12.619 -11.231 14.065
1.006 12.711 -6.354 -8.156 10.909 -8.156 12.711
1.174 11.331 -2.950 -5.054 9.227 -5.054 11.331
1.342 9.923 0.427 -1.925 7.572 -1.925 9.923
1.509 8.489 3.777 1.231 5.943 0.000 8.489
1.677 7.028 7.100 4.413 4.341 0.000 7.100
8:SLS 1 0.000 10.881 -19.055 -18.461 11.476 -19.055 11.476
0.168 10.075 -16.864 -16.573 10.365 -16.864 10.365
0.335 9.249 -14.691 -14.665 9.275 -14.691 9.275
0.503 8.404 -12.538 -12.739 8.203 -12.739 8.404
0.671 7.540 -10.404 -10.793 7.150 -10.793 7.540
0.839 6.657 -8.289 -8.829 6.117 -8.829 6.657
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
156
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 156 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1.006 5.752 -6.196 -6.842 5.105 -6.842 5.752
1.174 4.827 -4.122 -4.836 4.113 -4.836 4.827
1.342 3.884 -2.067 -2.811 3.140 -2.811 3.884
1.509 2.921 -0.031 -0.767 2.186 -0.767 2.921
1.677 1.940 1.985 1.296 1.251 0.000 1.985
9:SLS 2 0.000 14.021 -22.690 -21.997 14.714 -22.690 14.714
0.168 13.025 -20.010 -19.680 13.355 -20.010 13.355
0.335 12.010 -17.348 -17.343 12.015 -17.348 12.015
0.503 10.975 -14.706 -14.988 10.694 -14.988 10.975
0.671 9.921 -12.083 -12.613 9.392 -12.613 9.921
0.839 8.848 -9.479 -10.219 8.109 -10.219 8.848
1.006 7.754 -6.897 -7.803 6.848 -7.803 7.754
1.174 6.640 -4.335 -5.368 5.606 -5.368 6.640
1.342 5.507 -1.791 -2.914 4.384 -2.914 5.507
1.509 4.354 0.733 -0.440 3.181 -0.440 4.354
1.677 3.183 3.239 2.052 1.996 0.000 3.239
10:SLS 3 0.000 12.778 -17.158 -16.367 13.569 -17.158 13.569
0.168 12.031 -14.907 -14.538 12.400 -14.907 12.400
0.335 11.265 -12.675 -12.691 11.249 -12.691 11.265
0.503 10.480 -10.462 -10.824 10.118 -10.824 10.480
0.671 9.676 -8.268 -8.938 9.006 -8.938 9.676
0.839 8.852 -6.094 -7.033 7.913 -7.033 8.852
1.006 8.006 -3.941 -5.106 6.842 -5.106 8.006
1.174 7.142 -1.807 -3.159 5.790 -3.159 7.142
1.342 6.258 0.307 -1.194 4.757 -1.194 6.258
1.509 5.355 2.402 0.791 3.743 0.000 5.355
1.677 4.433 4.478 2.794 2.749 0.000 4.478
13 1:DL 0.000 -0.326 -0.326 0.342 0.342 -0.326 0.342
0.300 0.301 0.301 -0.284 -0.284 -0.284 0.301
0.600 0.790 0.790 -0.774 -0.774 -0.774 0.790
0.900 1.143 1.143 -1.126 -1.126 -1.126 1.143
1.200 1.358 1.358 -1.342 -1.342 -1.342 1.358
1.500 1.436 1.436 -1.420 -1.420 -1.420 1.436
1.800 1.358 1.358 -1.342 -1.342 -1.342 1.358
2.100 1.143 1.143 -1.126 -1.126 -1.126 1.143
2.400 0.790 0.790 -0.774 -0.774 -0.774 0.790
2.700 0.301 0.301 -0.284 -0.284 -0.284 0.301
3.000 -0.326 -0.326 0.342 0.342 -0.326 0.342
2:LL1 0.000 -15.116 -15.116 15.876 15.876 -15.116 15.876
0.300 23.342 23.342 -22.582 -22.582 -22.582 23.342
0.600 61.799 61.799 -61.039 -61.039 -61.039 61.799
0.900 84.159 84.159 -83.399 -83.399 -83.399 84.159
1.200 76.109 76.109 -75.349 -75.349 -75.349 76.109
1.500 60.905 60.905 -60.145 -60.145 -60.145 60.905
1.800 45.701 45.701 -44.941 -44.941 -44.941 45.701
2.100 30.497 30.497 -29.737 -29.737 -29.737 30.497
2.400 15.292 15.292 -14.532 -14.532 -14.532 15.292
2.700 0.088 0.088 0.672 0.672 0.000 0.672
3.000 -15.116 -15.116 15.876 15.876 -15.116 15.876
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
157
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 157 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
3:LL2 0.000 -18.611 -18.611 19.546 19.546 -18.611 19.546
0.300 8.220 8.220 -7.285 -7.285 -7.285 8.220
0.600 35.051 35.051 -34.116 -34.116 -34.116 35.051
0.900 61.882 61.882 -60.947 -60.947 -60.947 61.882
1.200 88.713 88.713 -87.778 -87.778 -87.778 88.713
1.500 115.544 115.544 -114.608 -114.608 -114.608 115.544
1.800 88.713 88.713 -87.778 -87.778 -87.778 88.713
2.100 61.882 61.882 -60.947 -60.947 -60.947 61.882
2.400 35.051 35.051 -34.116 -34.116 -34.116 35.051
2.700 8.220 8.220 -7.285 -7.285 -7.285 8.220
3.000 -18.611 -18.611 19.546 19.546 -18.611 19.546
4:LL3 0.000 -15.116 -15.116 15.876 15.876 -15.116 15.876
0.300 0.088 0.088 0.672 0.672 0.000 0.672
0.600 15.292 15.292 -14.532 -14.532 -14.532 15.292
0.900 30.497 30.497 -29.737 -29.737 -29.737 30.497
1.200 45.701 45.701 -44.941 -44.941 -44.941 45.701
1.500 60.905 60.905 -60.145 -60.145 -60.145 60.905
1.800 76.109 76.109 -75.349 -75.349 -75.349 76.109
2.100 84.159 84.159 -83.399 -83.399 -83.399 84.159
2.400 61.799 61.799 -61.039 -61.039 -61.039 61.799
2.700 23.342 23.342 -22.582 -22.582 -22.582 23.342
3.000 -15.116 -15.116 15.876 15.876 -15.116 15.876
5:ULS 1 0.000 -24.642 -24.642 25.881 25.881 -24.642 25.881
0.300 37.767 37.767 -36.529 -36.529 -36.529 37.767
0.600 99.985 99.985 -98.746 -98.746 -98.746 99.985
0.900 136.253 136.253 -135.014 -135.014 -135.014 136.253
1.200 123.676 123.676 -122.437 -122.437 -122.437 123.676
1.500 99.459 99.459 -98.220 -98.220 -98.220 99.459
1.800 75.022 75.022 -73.784 -73.784 -73.784 75.022
2.100 50.394 50.394 -49.155 -49.155 -49.155 50.394
2.400 25.574 25.574 -24.335 -24.335 -24.335 25.574
2.700 0.562 0.562 0.677 0.677 0.000 0.677
3.000 -24.642 -24.642 25.881 25.881 -24.642 25.881
6:ULS 2 0.000 -30.234 -30.234 31.754 31.754 -30.234 31.754
0.300 13.573 13.573 -12.053 -12.053 -12.053 13.573
0.600 57.188 57.188 -55.668 -55.668 -55.668 57.188
0.900 100.611 100.611 -99.091 -99.091 -99.091 100.611
1.200 143.842 143.842 -142.322 -142.322 -142.322 143.842
1.500 186.881 186.881 -185.361 -185.361 -185.361 186.881
1.800 143.842 143.842 -142.322 -142.322 -142.322 143.842
2.100 100.611 100.611 -99.091 -99.091 -99.091 100.611
2.400 57.188 57.188 -55.668 -55.668 -55.668 57.188
2.700 13.573 13.573 -12.053 -12.053 -12.053 13.573
3.000 -30.234 -30.234 31.754 31.754 -30.234 31.754
7:ULS 3 0.000 -24.642 -24.642 25.881 25.881 -24.642 25.881
0.300 0.562 0.562 0.677 0.677 0.000 0.677
0.600 25.574 25.574 -24.335 -24.335 -24.335 25.574
0.900 50.394 50.394 -49.155 -49.155 -49.155 50.394
1.200 75.022 75.022 -73.784 -73.784 -73.784 75.022
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
158
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 158 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Cont...Beam L/C d Corner 1
(N/mm2)
Corner 2
(N/mm2)
Corner 3
(N/mm2)
Corner 4
(N/mm2)
Max Tens
(N/mm2)
Max Comp
(N/mm2)
1.500 99.459 99.459 -98.220 -98.220 -98.220 99.459
1.800 123.676 123.676 -122.437 -122.437 -122.437 123.676
2.100 136.253 136.253 -135.014 -135.014 -135.014 136.253
2.400 99.985 99.985 -98.746 -98.746 -98.746 99.985
2.700 37.767 37.767 -36.529 -36.529 -36.529 37.767
3.000 -24.642 -24.642 25.881 25.881 -24.642 25.881
8:SLS 1 0.000 -15.442 -15.442 16.218 16.218 -15.442 16.218
0.300 23.642 23.642 -22.866 -22.866 -22.866 23.642
0.600 62.590 62.590 -61.813 -61.813 -61.813 62.590
0.900 85.301 85.301 -84.525 -84.525 -84.525 85.301
1.200 77.467 77.467 -76.691 -76.691 -76.691 77.467
1.500 62.341 62.341 -61.565 -61.565 -61.565 62.341
1.800 47.059 47.059 -46.282 -46.282 -46.282 47.059
2.100 31.639 31.639 -30.863 -30.863 -30.863 31.639
2.400 16.082 16.082 -15.306 -15.306 -15.306 16.082
2.700 0.389 0.389 0.388 0.388 0.000 0.389
3.000 -15.442 -15.442 16.218 16.218 -15.442 16.218
9:SLS 2 0.000 -18.937 -18.937 19.889 19.889 -18.937 19.889
0.300 8.521 8.521 -7.569 -7.569 -7.569 8.521
0.600 35.841 35.841 -34.889 -34.889 -34.889 35.841
0.900 63.025 63.025 -62.073 -62.073 -62.073 63.025
1.200 90.071 90.071 -89.119 -89.119 -89.119 90.071
1.500 116.980 116.980 -116.028 -116.028 -116.028 116.980
1.800 90.071 90.071 -89.119 -89.119 -89.119 90.071
2.100 63.025 63.025 -62.073 -62.073 -62.073 63.025
2.400 35.841 35.841 -34.889 -34.889 -34.889 35.841
2.700 8.521 8.521 -7.569 -7.569 -7.569 8.521
3.000 -18.937 -18.937 19.889 19.889 -18.937 19.889
10:SLS 3 0.000 -15.442 -15.442 16.218 16.218 -15.442 16.218
0.300 0.389 0.389 0.388 0.388 0.000 0.389
0.600 16.082 16.082 -15.306 -15.306 -15.306 16.082
0.900 31.639 31.639 -30.863 -30.863 -30.863 31.639
1.200 47.059 47.059 -46.282 -46.282 -46.282 47.059
1.500 62.341 62.341 -61.565 -61.565 -61.565 62.341
1.800 77.467 77.467 -76.691 -76.691 -76.691 77.467
2.100 85.301 85.301 -84.525 -84.525 -84.525 85.301
2.400 62.590 62.590 -61.813 -61.813 -61.813 62.590
2.700 23.642 23.642 -22.866 -22.866 -22.866 23.642
3.000 -15.442 -15.442 16.218 16.218 -15.442 16.218
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
159
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 159 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Summary Max Comp Max Tens
Beam L/C Length
(m)
Stress
(N/mm2)
d
(m)
Corner Stress
(N/mm2)
d
(m)
Corner
1 1:DL 0.750 0.271 0.625 2 -0.220 0.563 4
2:LL1 0.750 8.177 0.750 2 -5.110 0.750 4
3:LL2 0.750 8.841 0.750 2 -5.064 0.750 4
4:LL3 0.750 6.787 0.750 2 -3.720 0.750 4
5:ULS 1 0.750 13.441 0.750 2 -8.441 0.750 4
6:ULS 2 0.750 14.503 0.750 2 -8.368 0.750 4
7:ULS 3 0.750 11.217 0.750 2 -6.216 0.750 4
8:SLS 1 0.750 8.433 0.750 2 -5.299 0.750 4
9:SLS 2 0.750 9.096 0.750 2 -5.254 0.750 4
10:SLS 3 0.750 7.042 0.750 2 -3.909 0.750 4
2 1:DL 0.750 0.271 0.125 2 -0.220 0.188 4
2:LL1 0.750 8.177 0.000 2 -5.110 0.000 1
3:LL2 0.750 8.841 0.000 2 -5.064 0.000 1
4:LL3 0.750 6.787 0.000 2 -3.720 0.000 1
5:ULS 1 0.750 13.441 0.000 2 -8.441 0.000 1
6:ULS 2 0.750 14.503 0.000 2 -8.368 0.000 1
7:ULS 3 0.750 11.217 0.000 2 -6.216 0.000 1
8:SLS 1 0.750 8.433 0.000 2 -5.299 0.000 1
9:SLS 2 0.750 9.096 0.000 2 -5.254 0.000 1
10:SLS 3 0.750 7.042 0.000 2 -3.909 0.000 1
3 1:DL 1.500 0.348 1.500 2 -0.393 1.500 1
2:LL1 1.500 23.653 1.500 2 -10.706 1.500 1
3:LL2 1.500 28.904 1.500 2 -13.399 1.500 1
4:LL3 1.500 23.406 1.500 2 -10.953 1.500 1
5:ULS 1 1.500 38.332 1.500 2 -17.680 1.500 1
6:ULS 2 1.500 46.733 1.500 2 -21.989 1.500 1
7:ULS 3 1.500 37.937 1.500 2 -18.075 1.500 1
8:SLS 1 1.500 24.001 1.500 2 -11.099 1.500 1
9:SLS 2 1.500 29.251 1.500 2 -13.792 1.500 1
10:SLS 3 1.500 23.754 1.500 2 -11.346 1.500 1
4 1:DL 0.500 1.805 0.500 2 -0.693 0.500 1
2:LL1 0.500 84.637 0.500 2 -31.176 0.500 1
3:LL2 0.500 100.850 0.500 2 -41.738 0.500 1
4:LL3 0.500 80.836 0.500 2 -34.977 0.500 1
5:ULS 1 0.500 137.945 0.500 2 -50.852 0.500 1
6:ULS 2 0.500 163.887 0.500 2 -67.750 0.500 1
7:ULS 3 0.500 131.864 0.500 2 -56.934 0.500 1
8:SLS 1 0.500 86.442 0.500 2 -31.869 0.500 1
9:SLS 2 0.500 102.655 0.500 2 -42.430 0.500 1
10:SLS 3 0.500 82.640 0.500 2 -35.670 0.500 1
5 1:DL 1.677 0.627 0.000 1 -0.471 0.000 2
2:LL1 1.677 12.942 0.000 1 -16.687 0.000 2
3:LL2 1.677 14.087 0.000 1 -22.219 0.000 2
4:LL3 1.677 10.848 0.000 1 -18.585 0.000 2
5:ULS 1 1.677 21.586 0.000 1 -27.359 0.000 2
6:ULS 2 1.677 23.417 0.000 1 -36.210 0.000 2
7:ULS 3 1.677 18.235 0.000 1 -30.394 0.000 2
8:SLS 1 1.677 13.569 0.000 1 -17.158 0.000 2
Software licensed to Microsoft
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
160
31-Aug-15
01-Sep-2015 09:18Lifting rack.std
Print Time/Date: 01/09/2015 11:10 Print Run 160 of 177STAAD.Pro for Windows 20.07.04.12
Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens
Beam L/C Length
(m)
Stress
(N/mm2)
d
(m)
Corner Stress
(N/mm2)
d
(m)
Corner
9:SLS 2 1.677 14.714 0.000 1 -22.690 0.000 2
10:SLS 3 1.677 11.476 0.000 1 -19.055 0.000 2
6 1:DL 1.677 0.850 0.000 2 -0.247 0.000 1
2:LL1 1.677 23.288 0.000 2 -6.342 0.000 1
3:LL2 1.677 26.825 0.000 2 -9.482 0.000 1
4:LL3 1.677 21.194 0.000 2 -8.239 0.000 1
5:ULS 1 1.677 38.451 0.000 2 -10.493 0.000 1
6:ULS 2 1.677 44.110 0.000 2 -15.517 0.000 1
7:ULS 3 1.677 35.101 0.000 2 -13.529 0.000 1
8:SLS 1 1.677 24.138 0.000 2 -6.589 0.000 1
9:SLS 2 1.677 27.675 0.000 2 -9.729 0.000 1
10:SLS 3 1.677 22.044 0.000 2 -8.486 0.000 1
7 1:DL 0.750 0.220 0.563 1 -0.271 0.625 3
2:LL1 0.750 3.720 0.750 1 -6.787 0.750 3
3:LL2 0.750 5.064 0.750 1 -8.841 0.750 3
4:LL3 0.750 5.110 0.750 1 -8.177 0.750 3
5:ULS 1 0.750 6.216 0.750 1 -11.217 0.750 3
6:ULS 2 0.750 8.368 0.750 1 -14.503 0.750 3
7:ULS 3 0.750 8.441 0.750 1 -13.441 0.750 3
8:SLS 1 0.750 3.909 0.750 1 -7.042 0.750 3
9:SLS 2 0.750 5.254 0.750 1 -9.096 0.750 3
10:SLS 3 0.750 5.299 0.750 1 -8.433 0.750 3
8 1:DL 0.750 0.220 0.188 1 -0.271 0.125 3
2:LL1 0.750 3.720 0.000 1 -6.787 0.000 2
3:LL2 0.750 5.064 0.000 1 -8.841 0.000 2
4:LL3 0.750 5.110 0.000 1 -8.177 0.000 2
5:ULS 1 0.750 6.216 0.000 1 -11.217 0.000 2
6:ULS 2 0.750 8.368 0.000 1 -14.503 0.000 2
7:ULS 3 0.750 8.441 0.000 1 -13.441 0.000 2
8:SLS 1 0.750 3.909 0.000 1 -7.042 0.000 2
9:SLS 2 0.750 5.254 0.000 1 -9.096 0.000 2
10:SLS 3 0.750 5.299 0.000 1 -8.433 0.000 2
9 1:DL 1.500 0.086 1.500 1 -0.655 1.500 2
2:LL1 1.500 11.276 1.500 1 -23.083 1.500 2
3:LL2 1.500 13.969 1.500 1 -28.334 1.500 2
4:LL3 1.500 11.523 1.500 1 -22.836 1.500 2
5:ULS 1 1.500 18.162 1.500 1 -37.850 1.500 2
6:ULS 2 1.500 22.471 1.500 1 -46.251 1.500 2
7:ULS 3 1.500 18.557 1.500 1 -37.455 1.500 2
8:SLS 1 1.500 11.362 1.500 1 -23.738 1.500 2
9:SLS 2 1.500 14.055 1.500 1 -28.989 1.500 2
10:SLS 3 1.500 11.609 1.500 1 -23.491 1.500 2
10 1:DL 0.500 0.923 0.500 1 -1.574 0.500 2
2:LL1 0.500 39.948 0.500 1 -75.865 0.500 2
3:LL2 0.500 50.510 0.500 1 -92.078 0.500 2
4:LL3 0.500 43.749 0.500 1 -72.064 0.500 2
5:ULS 1 0.500 65.209 0.500 1 -123.588 0.500 2
6:ULS 2 0.500 82.108 0.500 1 -149.529 0.500 2
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Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens
Beam L/C Length
(m)
Stress
(N/mm2)
d
(m)
Corner Stress
(N/mm2)
d
(m)
Corner
7:ULS 3 0.500 71.291 0.500 1 -117.506 0.500 2
8:SLS 1 0.500 40.871 0.500 1 -77.439 0.500 2
9:SLS 2 0.500 51.433 0.500 1 -93.652 0.500 2
10:SLS 3 0.500 44.672 0.500 1 -73.638 0.500 2
11 1:DL 1.677 0.850 0.000 2 -0.247 0.000 1
2:LL1 1.677 21.194 0.000 2 -8.239 0.000 1
3:LL2 1.677 26.825 0.000 2 -9.482 0.000 1
4:LL3 1.677 23.288 0.000 2 -6.341 0.000 1
5:ULS 1 1.677 35.101 0.000 2 -13.529 0.000 1
6:ULS 2 1.677 44.110 0.000 2 -15.517 0.000 1
7:ULS 3 1.677 38.451 0.000 2 -10.493 0.000 1
8:SLS 1 1.677 22.044 0.000 2 -8.486 0.000 1
9:SLS 2 1.677 27.675 0.000 2 -9.729 0.000 1
10:SLS 3 1.677 24.138 0.000 2 -6.589 0.000 1
12 1:DL 1.677 0.627 0.000 1 -0.471 0.000 2
2:LL1 1.677 10.848 0.000 1 -18.585 0.000 2
3:LL2 1.677 14.087 0.000 1 -22.219 0.000 2
4:LL3 1.677 12.942 0.000 1 -16.687 0.000 2
5:ULS 1 1.677 18.235 0.000 1 -30.394 0.000 2
6:ULS 2 1.677 23.417 0.000 1 -36.210 0.000 2
7:ULS 3 1.677 21.586 0.000 1 -27.359 0.000 2
8:SLS 1 1.677 11.476 0.000 1 -19.055 0.000 2
9:SLS 2 1.677 14.714 0.000 1 -22.690 0.000 2
10:SLS 3 1.677 13.569 0.000 1 -17.158 0.000 2
13 1:DL 3.000 1.436 1.500 1 -1.420 1.500 3
2:LL1 3.000 86.245 1.000 1 -85.485 1.000 3
3:LL2 3.000 115.544 1.500 1 -114.608 1.500 3
4:LL3 3.000 86.245 2.000 1 -85.485 2.000 3
5:ULS 1 3.000 139.729 1.000 1 -138.491 1.000 3
6:ULS 2 3.000 186.881 1.500 1 -185.361 1.500 3
7:ULS 3 3.000 139.729 2.000 1 -138.490 2.000 3
8:SLS 1 3.000 87.486 1.000 1 -86.710 1.000 3
9:SLS 2 3.000 116.980 1.500 1 -116.028 1.500 3
10:SLS 3 3.000 87.486 2.000 1 -86.710 2.000 3
Beam Profile StressThere is no data of this type - Analysis results are not available
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Reactions Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
2:LL1 -3.424 7.167 0.433 0.000 0.000 0.000
3:LL2 -2.389 5.000 0.533 0.000 0.000 0.000
4:LL3 -1.354 2.833 0.433 0.000 0.000 0.000
5:ULS 1 -5.853 12.491 0.706 0.000 0.000 0.000
6:ULS 2 -4.196 9.024 0.866 0.000 0.000 0.000
7:ULS 3 -2.540 5.558 0.706 0.000 0.000 0.000
8:SLS 1 -3.691 7.898 0.442 0.000 0.000 0.000
9:SLS 2 -2.656 5.732 0.543 0.000 0.000 0.000
10:SLS 3 -1.621 3.565 0.442 0.000 0.000 0.000
3 1:DL 0.267 0.732 0.009 0.000 0.000 0.000
2:LL1 3.424 7.167 0.433 0.000 0.000 0.000
3:LL2 2.389 5.000 0.533 0.000 0.000 0.000
4:LL3 1.354 2.833 0.433 0.000 0.000 0.000
5:ULS 1 5.853 12.491 0.706 0.000 0.000 0.000
6:ULS 2 4.196 9.024 0.866 0.000 0.000 0.000
7:ULS 3 2.540 5.558 0.706 0.000 0.000 0.000
8:SLS 1 3.691 7.898 0.442 0.000 0.000 0.000
9:SLS 2 2.656 5.732 0.543 0.000 0.000 0.000
10:SLS 3 1.621 3.565 0.442 0.000 0.000 0.000
7 1:DL -0.267 0.732 -0.009 0.000 0.000 0.000
2:LL1 -1.354 2.833 -0.433 0.000 0.000 0.000
3:LL2 -2.389 5.000 -0.533 0.000 0.000 0.000
4:LL3 -3.424 7.167 -0.433 0.000 0.000 0.000
5:ULS 1 -2.540 5.558 -0.706 0.000 0.000 0.000
6:ULS 2 -4.196 9.024 -0.866 0.000 0.000 0.000
7:ULS 3 -5.853 12.491 -0.706 0.000 0.000 0.000
8:SLS 1 -1.621 3.565 -0.442 0.000 0.000 0.000
9:SLS 2 -2.656 5.732 -0.543 0.000 0.000 0.000
10:SLS 3 -3.691 7.898 -0.442 0.000 0.000 0.000
8 1:DL 0.267 0.732 -0.009 0.000 0.000 0.000
2:LL1 1.354 2.833 -0.433 0.000 0.000 0.000
3:LL2 2.389 5.000 -0.533 0.000 0.000 0.000
4:LL3 3.424 7.167 -0.433 0.000 0.000 0.000
5:ULS 1 2.540 5.558 -0.706 0.000 0.000 0.000
6:ULS 2 4.196 9.024 -0.866 0.000 0.000 0.000
7:ULS 3 5.853 12.491 -0.706 0.000 0.000 0.000
8:SLS 1 1.621 3.565 -0.442 0.000 0.000 0.000
9:SLS 2 2.656 5.732 -0.543 0.000 0.000 0.000
10:SLS 3 3.691 7.898 -0.442 0.000 0.000 0.000
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Reaction Summary Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
Max FX 8 7:ULS 3 5.853 12.491 -0.706 0.000 0.000 0.000
Min FX 7 7:ULS 3 -5.853 12.491 -0.706 0.000 0.000 0.000
Max FY 7 7:ULS 3 -5.853 12.491 -0.706 0.000 0.000 0.000
Min FY 2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
Max FZ 2 6:ULS 2 -4.196 9.024 0.866 0.000 0.000 0.000
Min FZ 7 6:ULS 2 -4.196 9.024 -0.866 0.000 0.000 0.000
Max MX 2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
Min MX 2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
Max MY 2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
Min MY 2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
Max MZ 2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
Min MZ 2 1:DL -0.267 0.732 0.009 0.000 0.000 0.000
Reaction Envelope Horizontal Vertical Horizontal Moment
Node Env FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
2 +ve 0.000 7.898 0.543 0.000 0.000 0.000
2 +ve - Load: 8 Load: 9 - - -
2 -ve -3.691 0.000 0.000 0.000 0.000 0.000
2 -ve Load: 8 - - - - -
3 +ve 3.691 7.898 0.543 0.000 0.000 0.000
3 +ve Load: 8 Load: 8 Load: 9 - - -
3 -ve 0.000 0.000 0.000 0.000 0.000 0.000
3 -ve - - - - - -
7 +ve 0.000 7.898 0.000 0.000 0.000 0.000
7 +ve - Load: 10 - - - -
7 -ve -3.691 0.000 -0.543 0.000 0.000 0.000
7 -ve Load: 10 - Load: 9 - - -
8 +ve 3.691 7.898 0.000 0.000 0.000 0.000
8 +ve Load: 10 Load: 10 - - - -
8 -ve 0.000 0.000 -0.543 0.000 0.000 0.000
8 -ve - - Load: 9 - - -
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Steel Design (Track 2) Beam 3 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
3 ST CH152X76 PASS BS-4.8.3.3.1 0.180 2 0.55 C 1.03 0.00 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 150.00 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.001
z-z axis y-y axis Compression Capacity : 600.5 381.3 Tension Capacity : 627.0 627.0 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 24.538 76.957 Radius of gyration (cm) : 6.113 2.236 Effective Length : 1.500 1.500
LTB Moment Capacity (kNm) and LTB Length (m): 29.80, 1.500 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.00 : Mx = 0.00 : My = 1.03 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Z) 0.003 6 - - 0.7 - - BS-4.7 (C) 0.004 5 1.4 - - - - BS-4.8.2.2 0.002 1 0.4 0.0 0.0 0.0 0.0 BS-4.8.2.3 0.001 1 0.4 - - 0.0 0.0 BS-4.8.3.2 0.118 6 0.5 0.0 0.7 0.0 1.0 BS-4.8.3.3.1 0.180 6 0.5 - - 0.0 1.0 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 4 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
4 ST CH152X76 PASS BS-4.8.3.3.1 0.631 5 16.49 C 3.47 0.00 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 50.00 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.026
z-z axis y-y axis Compression Capacity : 627.0 520.4 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 8.179 45.652 Radius of gyration (cm) : 6.113 2.236 Effective Length : 0.500 0.500
LTB Moment Capacity (kNm) and LTB Length (m): 35.75, 0.500 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.00 : Mx = 0.00 : My = 3.47 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Z) 0.009 6 - - 1.7 - - BS-4.7 (C) 0.045 5 23.4 - - - - BS-4.8.3.2 0.399 6 16.4 0.0 1.7 0.0 3.5 BS-4.8.3.3.1 0.631 6 16.5 - - 0.0 3.5 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 5 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
5 ST CH152X76 PASS BS-4.8.3.3.1 0.182 4 9.01 C 0.88 0.11 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 167.71 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.014
z-z axis y-y axis Compression Capacity : 590.1 356.6 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 27.434 82.500 Radius of gyration (cm) : 6.113 2.236 Effective Length : 1.677 1.677
LTB Moment Capacity (kNm) and LTB Length (m): 28.39, 1.677 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.11 : Mx = 0.11 : My = 0.88 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Y) 0.001 5 - 0.2 - - - BS-4.2.3-(Z) 0.003 6 - - 0.5 - - BS-4.3.6 0.005 5 - 0.2 - 0.2 - BS-4.7 (C) 0.036 5 13.0 - - - - BS-4.8.3.2 0.103 6 9.0 0.2 0.5 0.1 0.9 BS-4.8.3.3.1 0.182 6 9.0 - - 0.1 0.9 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 6 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
6 ST CH152X76 PASS BS-4.8.3.3.1 0.182 8 9.01 C 0.88 0.11 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 167.71 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.014
z-z axis y-y axis Compression Capacity : 590.1 356.6 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 27.434 82.500 Radius of gyration (cm) : 6.113 2.236 Effective Length : 1.677 1.677
LTB Moment Capacity (kNm) and LTB Length (m): 28.39, 1.677 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.11 : Mx = 0.11 : My = 0.88 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Y) 0.001 5 - 0.2 - - - BS-4.2.3-(Z) 0.003 6 - - 0.5 - - BS-4.3.6 0.005 5 - 0.2 - 0.2 - BS-4.7 (C) 0.036 5 13.0 - - - - BS-4.8.3.2 0.103 6 9.0 0.2 0.5 0.1 0.9 BS-4.8.3.3.1 0.182 6 9.0 - - 0.1 0.9 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 7 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
7 ST CH152X76 PASS BS-4.8.3.3.1 0.055 10 0.00 0.26 0.31 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 75.00 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.000
z-z axis y-y axis Compression Capacity : 627.0 487.4 Tension Capacity : 627.0 627.0 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 12.269 53.479 Radius of gyration (cm) : 6.113 2.236 Effective Length : 0.750 0.750
LTB Moment Capacity (kNm) and LTB Length (m): 35.75, 0.750 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.31 : Mx = 0.31 : My = 0.26 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Y) 0.005 7 - 0.9 - - - BS-4.2.3-(Z) 0.002 6 - - 0.3 - - BS-4.3.6 0.012 7 - 0.9 - 0.4 - BS-4.8.3.2 0.039 6 0.0 0.5 0.3 0.3 0.3 BS-4.8.3.3.1 0.055 6 0.0 - - 0.3 0.3 Torsion and deflections have not been considered in the design.
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Print Time/Date: 01/09/2015 11:10 Print Run 169 of 177STAAD.Pro for Windows 20.07.04.12
Steel Design (Track 2) Beam 8 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
8 ST CH152X76 PASS BS-4.8.3.3.1 0.055 9 0.00 0.26 0.31 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 75.00 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.000
z-z axis y-y axis Compression Capacity : 627.0 487.4 Tension Capacity : 627.0 627.0 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 12.269 53.479 Radius of gyration (cm) : 6.113 2.236 Effective Length : 0.750 0.750
LTB Moment Capacity (kNm) and LTB Length (m): 35.75, 0.750 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.31 : Mx = 0.31 : My = 0.26 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Y) 0.005 7 - 0.9 - - - BS-4.2.3-(Z) 0.002 6 - - 0.3 - - BS-4.3.6 0.012 7 - 0.7 - 0.4 - BS-4.8.3.2 0.039 6 0.0 0.5 0.3 0.3 0.3 BS-4.8.3.3.1 0.055 6 0.0 - - 0.3 0.3 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 9 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
9 ST CH152X76 PASS BS-4.8.3.3.1 0.180 6 0.55 C 1.03 0.00 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 150.00 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.001
z-z axis y-y axis Compression Capacity : 600.5 381.3 Tension Capacity : 627.0 627.0 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 24.538 76.957 Radius of gyration (cm) : 6.113 2.236 Effective Length : 1.500 1.500
LTB Moment Capacity (kNm) and LTB Length (m): 29.80, 1.500 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.00 : Mx = 0.00 : My = 1.03 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Z) 0.003 6 - - 0.7 - - BS-4.7 (C) 0.004 7 1.4 - - - - BS-4.8.2.2 0.002 1 0.4 0.0 0.0 0.0 0.0 BS-4.8.2.3 0.001 1 0.4 - - 0.0 0.0 BS-4.8.3.2 0.118 6 0.5 0.0 0.7 0.0 1.0 BS-4.8.3.3.1 0.180 6 0.5 - - 0.0 1.0 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 10 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
10 ST CH152X76 PASS BS-4.8.3.3.1 0.631 7 16.49 C 3.47 0.00 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 50.00 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.026
z-z axis y-y axis Compression Capacity : 627.0 520.4 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 8.179 45.652 Radius of gyration (cm) : 6.113 2.236 Effective Length : 0.500 0.500
LTB Moment Capacity (kNm) and LTB Length (m): 35.75, 0.500 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.00 : Mx = 0.00 : My = 3.47 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Z) 0.009 6 - - 1.7 - - BS-4.7 (C) 0.045 7 23.4 - - - - BS-4.8.3.2 0.399 6 16.4 0.0 1.7 0.0 3.5 BS-4.8.3.3.1 0.631 6 16.5 - - 0.0 3.5 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 11 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
11 ST CH152X76 PASS BS-4.8.3.3.1 0.182 1 9.01 C 0.88 0.11 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 167.71 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.014
z-z axis y-y axis Compression Capacity : 590.1 356.6 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 27.434 82.500 Radius of gyration (cm) : 6.113 2.236 Effective Length : 1.677 1.677
LTB Moment Capacity (kNm) and LTB Length (m): 28.39, 1.677 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.11 : Mx = 0.11 : My = 0.88 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Y) 0.001 7 - 0.2 - - - BS-4.2.3-(Z) 0.003 6 - - 0.5 - - BS-4.3.6 0.005 7 - 0.2 - 0.2 - BS-4.7 (C) 0.036 7 13.0 - - - - BS-4.8.3.2 0.103 6 9.0 0.2 0.5 0.1 0.9 BS-4.8.3.3.1 0.182 6 9.0 - - 0.1 0.9 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 12 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
12 ST CH152X76 PASS BS-4.8.3.3.1 0.182 2 9.01 C 0.88 0.11 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 167.71 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.014
z-z axis y-y axis Compression Capacity : 590.1 356.6 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 27.434 82.500 Radius of gyration (cm) : 6.113 2.236 Effective Length : 1.677 1.677
LTB Moment Capacity (kNm) and LTB Length (m): 28.39, 1.677 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 0.11 : Mx = 0.11 : My = 0.88 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Y) 0.001 7 - 0.2 - - - BS-4.2.3-(Z) 0.003 6 - - 0.5 - - BS-4.3.6 0.005 7 - 0.2 - 0.2 - BS-4.7 (C) 0.036 7 13.0 - - - - BS-4.8.3.2 0.103 6 9.0 0.2 0.5 0.1 0.9 BS-4.8.3.3.1 0.182 6 9.0 - - 0.1 0.9 Torsion and deflections have not been considered in the design.
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Steel Design (Track 2) Beam 13 Check 1 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
13 ST CH152X76 PASS BS-4.8.3.3.1 0.179 3 1.73 C 0.00 3.47 - ======================================================================= MATERIAL DATA Grade of steel = S 275 Modulus of elasticity = 205 kN/mm2 Design Strength (py) = 274 N/mm2
SECTION PROPERTIES (units - cm) Member Length = 300.00 Gross Area = 22.80 Net Area = 22.80 Eff. Area = 22.80
z-z axis y-y axis Moment of inertia : 852.000 114.000 Plastic modulus : 130.000 41.200 Elastic modulus : 111.811 21.033 Effective modulus : 130.000 41.200 Shear Area : 12.344 9.754
DESIGN DATA (units - kN,m) BS5950-1/2000 Section Class : PLASTIC Squash Load : 627.00 Axial force/Squash load : 0.003
z-z axis y-y axis Compression Capacity : 506.2 186.5 Moment Capacity : 35.8 8.7 Reduced Moment Capacity : 35.8 8.7 Shear Capacity : 203.7 160.9
BUCKLING CALCULATIONS (units - kN,m) (axis nomenclature as per design code) x-x axis y-y axis Slenderness : 49.076 134.164 Radius of gyration (cm) : 6.113 2.236 Effective Length : 3.000 3.000
LTB Moment Capacity (kNm) and LTB Length (m): 20.42, 3.000 LTB Coefficients & Associated Moments (kNm): mLT = 1.00 : mx = 1.00 : my = 1.00 : myx = 0.00 Mlt = 3.47 : Mx = 3.47 : My = 0.00 : My = 0.00
CRITICAL LOADS FOR EACH CLAUSE CHECK (units- kN,m):
CLAUSE RATIO LOAD FX VY VZ MZ MY BS-4.2.3-(Y) 0.145 7 - 23.3 - - - BS-4.3.6 0.170 6 - 16.4 - 3.5 - BS-4.7 (C) 0.009 6 1.7 - - - - BS-4.8.3.2 0.097 6 1.7 16.4 0.0 3.5 0.0 BS-4.8.3.3.1 0.179 6 1.7 - - 3.5 0.0 Torsion and deflections have not been considered in the design.
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Utilization RatioBeam Analysis
Property
Design
Property
Actual
Ratio
Allowable
Ratio
Ratio
(Act./Allow.)
Clause L/C Ax
(cm2)
Iz
(cm4)
Iy
(cm4)
Ix
(cm4)
1 CH152X76 CH152X76 0.055 0.900 0.061 BS-4.9 1 22.800 852.000 114.000 5.116
2 CH152X76 CH152X76 0.055 0.900 0.061 BS-4.9 3 22.800 852.000 114.000 5.116
3 CH152X76 CH152X76 0.180 0.900 0.200 BS-4.8.3.3.1 2 22.800 852.000 114.000 5.116
4 CH152X76 CH152X76 0.631 0.900 0.701 BS-4.8.3.3.1 5 22.800 852.000 114.000 5.116
5 CH152X76 CH152X76 0.182 0.900 0.202 BS-4.8.3.3.1 4 22.800 852.000 114.000 5.116
6 CH152X76 CH152X76 0.182 0.900 0.202 BS-4.8.3.3.1 8 22.800 852.000 114.000 5.116
7 CH152X76 CH152X76 0.055 0.900 0.061 BS-4.8.3.3.1 10 22.800 852.000 114.000 5.116
8 CH152X76 CH152X76 0.055 0.900 0.061 BS-4.8.3.3.1 9 22.800 852.000 114.000 5.116
9 CH152X76 CH152X76 0.180 0.900 0.200 BS-4.8.3.3.1 6 22.800 852.000 114.000 5.116
10 CH152X76 CH152X76 0.631 0.900 0.701 BS-4.8.3.3.1 7 22.800 852.000 114.000 5.116
11 CH152X76 CH152X76 0.182 0.900 0.202 BS-4.8.3.3.1 1 22.800 852.000 114.000 5.116
12 CH152X76 CH152X76 0.182 0.900 0.202 BS-4.8.3.3.1 2 22.800 852.000 114.000 5.116
13 CH152X76 CH152X76 0.179 0.900 0.199 BS-4.8.3.3.1 3 22.800 852.000 114.000 5.116
Failed MembersThere is no data of this type.
Base PressureNode L/C FX
(N/mm2)
FY
(N/mm2)
FZ
(N/mm2)
2 1:DL 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000
3 1:DL 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000
7 1:DL 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000
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Base Pressure Cont...Node L/C FX
(N/mm2)
FY
(N/mm2)
FZ
(N/mm2)
7:ULS 3 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000
8 1:DL 0.000 0.000 0.000
2:LL1 0.000 0.000 0.000
3:LL2 0.000 0.000 0.000
4:LL3 0.000 0.000 0.000
5:ULS 1 0.000 0.000 0.000
6:ULS 2 0.000 0.000 0.000
7:ULS 3 0.000 0.000 0.000
8:SLS 1 0.000 0.000 0.000
9:SLS 2 0.000 0.000 0.000
10:SLS 3 0.000 0.000 0.000
Base Pressure SummaryNode L/C FX
(N/mm2)
FY
(N/mm2)
FZ
(N/mm2)
Max FX 2 1:DL 0.000 0.000 0.000
Min FX 2 1:DL 0.000 0.000 0.000
Max FY 2 1:DL 0.000 0.000 0.000
Min FY 2 1:DL 0.000 0.000 0.000
Max FZ 2 1:DL 0.000 0.000 0.000
Min FZ 2 1:DL 0.000 0.000 0.000
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Statics Check ResultsL/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
1:DL Loads 0.000 -2.926 0.000 4.390 0.000 0.000
1:DL Reactions 0.000 2.926 0.000 -4.390 -0.000 0.000
Difference 0.000 -0.000 0.000 0.000 -0.000 0.000
2:LL1 Loads 0.000 -20.000 0.000 17.000 0.000 0.000
2:LL1 Reactions 0.000 20.000 0.000 -17.000 0.000 0.000
Difference 0.000 -0.000 0.000 0.000 0.000 0.000
3:LL2 Loads 0.000 -20.000 0.000 30.000 0.000 0.000
3:LL2 Reactions 0.000 20.000 0.000 -30.000 -0.000 0.000
Difference 0.000 -0.000 0.000 0.000 -0.000 0.000
4:LL3 Loads 0.000 -20.000 0.000 43.000 0.000 0.000
4:LL3 Reactions 0.000 20.000 -0.000 -43.000 0.000 0.000
Difference 0.000 -0.000 -0.000 -0.000 0.000 0.000