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CAR PARK CANOPY SHADE STRUCTURE
STRUCTURAL DESIGN CALCULATION
Submitted by
MEDCO-QATAR
18th June 2012
Table of Contents Page No.
1. Introduction 3
2. Design Criteria 3 2.1. Design Codes & References 3 2.2. Materials 4 2.3. Design Loads 4 2.4 Load Combinations 5
3. Computer Program Used 5
APPENDIX A Wind Load Calculation 6
APPENDIX B STAAD Analysis & Design 8
APPENDIX C Footing & Base Plate Design 29
Page 2 of 40
1 INTRODUCTION
The purpose of this calculation is to document the criteria forming the basis of structural design for the fabric sun shade as shown in Fig.1.
Document within this report is: The engineering standards adopted in the design The loads adopted in the design Structural Design Calculation in Appendix
The document provides a summary of the design criteria for the structures to ensure that the outcome of the design process is fit for the intended purpose. The documentation is based on the latest information available for the design of the structure. The status of each of the criteria is identified in the document.
Fig.1 Perspective view of Shade
2 DESIGN CRITERIA
The objective of the design is to provide a robust, safe and economic structure, which will perform satisfactorily to intended purpose during its design life. Limit state design philosophy based on the probability concept is adopted. The structure is generally designed for the ultimate limit state against collapse under ultimate loads and checked for the serviceability limit state against deflection under service loads. All structural members are interconnected and tied by full anchorage of retaining wall to ensuring vertical and horizontal stability of the structure.
2.1 DESIGN CODES & REFERENCES
The following Code of Practice and Standards are appropriate for the proposed building.
BS 6399 Part 1 : Design Loading for Buildings: Code of practice for Dead and Imposed load.
Page 3 of 40
CP 3: Part 2, wind load : Basic data for design of buildings.
ASCE-7-10- Minimum design loads for building and other structures.
QCS Standard (2007) : Qatar Construction Specification.
BS 8110 ; Structural Use of Concrete.
BS 8004 ; Code of Practice of Foundation.
SABS 0162 1993 for bolts and welds.
BS 5950-2000 Guide to steel work design.
2.2 MATERIALS
Materials in general are considered to be in accordance with British Standard Code of Practices. Concrete grade for all reinforced concrete structure shall be in comply with the BS 8110. All Structural Steelwork shall be Grade S275 to BS EN10025 or equivalent.
2.3 DESIGN LOADING
2.3.1 DEAD LOADS
For dead load the PVC fabric membrane and Steel elements self weight has been calculated. Density of PVC fabric = 720 gsm (0.72kg/m2) Density of Structural steel = 7850 kg/m3
Uniform Fabric weight on top of shade= 7.2 N/m2 or 0.0072 kN/m2
Load on middle chord : 6 x0.0072kN/m2 = 0.04kN/m Load on edge chord: 3 x0.0072kN/m2 = 0.02kN/m
2.3.2 WIND LOADS
The structure in Doha, Qatar (As per QCS) is to be designed to withstand wind forces in accordance with CP3: Chapter V: Part 2 of BSI, with 50 years using the following parameters:
Basic wind speed of V
=162 Km/hr = 45 m/sec. The basic speed represents a 3 second gust speed at 10 m above ground level in an open terrain situation with a possibility to be exceeded once in 50 years. So basic Wind speed V
= 45 m/sec
The wind loads usually control over other types of loading in the fabric structures.
Page 4 of 40
Pressure Load: Load on middle chord: 6mx0.11kN/m2 x0.9 = 0.59 kN/m Load on edge chord: 3mx0.11kN/m2 x0.9 = 0.29 kN/m
Suction Load: Load on middle chord: 6mx0.35kN/m2 x0.9 = 1.9 kN/m Load on edge chord: 3mx0.35kN/m2 x0.9 = 1 kN/m
Note that the area of top surface considered 90% of total area due to edge curvature.
2.4 LOAD COMBINATIONS
The basic load combination according to BS 8110 is considered to design the members according to Ultimate Limit State (ULS). Details of load combination are presented on STAAD Pro input file. (As per German practice combines DIN 4134, dead and wind load shall be considered in the calculation for shade roofs)
3 COMPUTER PROGRAM USED
The following software will be used in analysis and design of structural elements.
STAAD Pro 2007 - 3D Finite Element Analysis and Design. PROKON & TEDDS - Calculation Pads for Engineers.
Page 5 of 40
APPENDIX A
Wind Load Calculation
Page 6 of 40
Wind Analysis for Shade Open Structure Based on ASCE 7-05
INPUT DATAExposure category = CImportance factor, (pg77) I = 0.66 USE MRI FACTOR 5YEARS PAGE 318 TABLE C6-7Basic wind speed (3 sec. gust wind) V = 45 m/sTopographic factor (Sec.6.5.7.2) Kzt = 1Height of ridge H = 3 mAverage Roof length L = 12 m
ANALYSISVelocity pressureqh = 0.613 Kz Kzt Kd V2 I = 396.94 N/m2where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27)
Kz = velocity pressure exposure coefficient evaluated at height, h, 3 m = 0.57(Tab. 6-3, Case 1,pg 79)
Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85h = height of mean roof = 3.00 m
Main Wind-Force Resisting System (Sec. 6.5.13.2)p = qh G CNF = p Afwhere: G = gust effect factor. (Sec. 6.5.8, page 26). = 0.85
= roof angle = 20.0 degree
Main Wind Force Resisting Systemp = qh G CNwhere: CN = net force coefficients. (Fig. 6-18B, page 67)
CLEAR ABSTRUCTION
CN kN/m2p (N/m2) kN/m2
LOAD CASE A LOAD CASE B-1.040.32
107.970.11-0.35
Maximum Pressure =Maximum Suction =-350.89
Page 7 of 40
APPENDIX B
STAAD Analysis & Design
Page 8 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
1
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 1 of 20STAAD.Pro for Windows Release 2007
Load 2X
Y
Z
Whole Structure
Job Information Engineer Checked Approved
Name:Date: 21-May-12
Structure Type SPACE FRAME
Number of Nodes 97 Highest Node 103Number of Elements 124 Highest Beam 130
Number of Basic Load Cases 3Number of Combination Load Cases 7
Included in this printout are data for:All The Whole Structure
Page 9 of 40
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Job No Sheet No Rev
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By Date Chd
File Date/Time
2
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 2 of 20STAAD.Pro for Windows Release 2007
Job Information Cont...Included in this printout are results for load cases:
Type L/C Name
Primary 1 DLPrimary 2 WL-UPPrimary 3 WL-DOWN
Combination 100 1.4DLCombination 101 1.4DL+1.4WLUPCombination 102 1.4DL+1.4WLDNCombination 103 1DL+1.4WLUPCombination 104 1DL+1.4WLDNCombination 200 DL+WLUPCombination 201 DL+WLDN
Section PropertiesProp Section Area
(cm2)Iyy
(cm4)Izz
(cm4)J
(cm4)Material
1 PIP482.5 3.600 9.460 9.460 18.920 STEEL2 PIP763.0 6.890 46.100 46.100 92.192 STEEL3 PIPE 22.777 599.308 599.308 1.2E 3 STEEL4 PIP883.0 8.100 74.800 74.800 149.527 STEEL
MaterialsMat Name E
(kN/mm2) Density
(kg/m3)
(1/K)1 STEEL 205.000 0.300 7.83E 3 12E -62 ALUMINUM 68.948 0.330 2.71E 3 23E -63 CONCRETE 21.718 0.170 2.4E 3 10E -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 Fixed Fixed Fixed59 Fixed Fixed Fixed Fixed Fixed Fixed87 Fixed Fixed Fixed Fixed Fixed Fixed
Page 10 of 40
Software licensed to c Job Title
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Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
3
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 3 of 20STAAD.Pro for Windows Release 2007
ReleasesBeam ends not shown in this table are fixed in all directions.Beam Node x y z rx ry rz
16 1 Fixed Fixed Fixed Fixed Fixed Fixed29 1 Fixed Fixed Fixed Fixed Fixed Fixed44 45 Fixed Fixed Fixed Fixed Fixed Fixed57 45 Fixed Fixed Fixed Fixed Fixed Fixed73 58 Fixed Fixed Fixed Fixed Fixed Fixed86 58 Fixed Fixed Fixed Fixed Fixed Fixed87 7 Fixed Fixed Fixed Fixed Fixed Fixed87 34 Fixed Fixed Fixed Fixed Fixed Fixed88 34 Fixed Fixed Fixed Fixed Fixed Fixed88 64 Fixed Fixed Fixed Fixed Fixed Fixed89 19 Fixed Fixed Fixed Fixed Fixed Fixed89 47 Fixed Fixed Fixed Fixed Fixed Fixed90 47 Fixed Fixed Fixed Fixed Fixed Fixed90 76 Fixed Fixed Fixed Fixed Fixed Fixed91 29 Fixed Fixed Fixed Fixed Fixed Fixed91 57 Fixed Fixed Fixed Fixed Fixed Fixed92 57 Fixed Fixed Fixed Fixed Fixed Fixed92 86 Fixed Fixed Fixed Fixed Fixed Fixed93 17 Fixed Fixed Fixed Fixed Fixed Fixed93 44 Fixed Fixed Fixed Fixed Fixed Fixed94 44 Fixed Fixed Fixed Fixed Fixed Fixed94 74 Fixed Fixed Fixed Fixed Fixed Fixed95 5 Fixed Fixed Fixed Fixed Fixed Fixed95 32 Fixed Fixed Fixed Fixed Fixed Fixed96 32 Fixed Fixed Fixed Fixed Fixed Fixed96 62 Fixed Fixed Fixed Fixed Fixed Fixed97 4 Fixed Fixed Fixed Fixed Fixed Fixed97 31 Fixed Fixed Fixed Fixed Fixed Fixed98 31 Fixed Fixed Fixed Fixed Fixed Fixed98 61 Fixed Fixed Fixed Fixed Fixed Fixed
103 10 Fixed Fixed Fixed Fixed Fixed Fixed103 95 Fixed Fixed Fixed Fixed Fixed Fixed104 95 Fixed Fixed Fixed Fixed Fixed Fixed104 22 Fixed Fixed Fixed Fixed Fixed Fixed106 91 Fixed Fixed Fixed Fixed Fixed Fixed106 96 Fixed Fixed Fixed Fixed Fixed Fixed108 92 Fixed Fixed Fixed Fixed Fixed Fixed108 96 Fixed Fixed Fixed Fixed Fixed Fixed111 97 Fixed Fixed Fixed Fixed Fixed Fixed111 94 Fixed Fixed Fixed Fixed Fixed Fixed112 97 Fixed Fixed Fixed Fixed Fixed Fixed112 93 Fixed Fixed Fixed Fixed Fixed Fixed113 6 Fixed Fixed Fixed Fixed Fixed Fixed114 1 Fixed Fixed Fixed Fixed Fixed Fixed
Page 11 of 40
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By Date Chd
File Date/Time
4
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 4 of 20STAAD.Pro for Windows Release 2007
Releases Cont...Beam Node x y z rx ry rz
115 1 Fixed Fixed Fixed Fixed Fixed Fixed116 12 Fixed Fixed Fixed Fixed Fixed Fixed116 98 Fixed Fixed Fixed Fixed Fixed Fixed117 18 Fixed Fixed Fixed Fixed Fixed Fixed118 24 Fixed Fixed Fixed Fixed Fixed Fixed118 99 Fixed Fixed Fixed Fixed Fixed Fixed119 33 Fixed Fixed Fixed Fixed Fixed Fixed120 45 Fixed Fixed Fixed Fixed Fixed Fixed121 45 Fixed Fixed Fixed Fixed Fixed Fixed122 39 Fixed Fixed Fixed Fixed Fixed Fixed122 100 Fixed Fixed Fixed Fixed Fixed Fixed123 46 Fixed Fixed Fixed Fixed Fixed Fixed124 52 Fixed Fixed Fixed Fixed Fixed Fixed124 101 Fixed Fixed Fixed Fixed Fixed Fixed125 63 Fixed Fixed Fixed Fixed Fixed Fixed126 58 Fixed Fixed Fixed Fixed Fixed Fixed127 58 Fixed Fixed Fixed Fixed Fixed Fixed128 69 Fixed Fixed Fixed Fixed Fixed Fixed128 102 Fixed Fixed Fixed Fixed Fixed Fixed129 75 Fixed Fixed Fixed Fixed Fixed Fixed130 81 Fixed Fixed Fixed Fixed Fixed Fixed130 103 Fixed Fixed Fixed Fixed Fixed Fixed
Basic Load CasesNumber Name
1 DL2 WL-UP3 WL-DOWN
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5
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 5 of 20STAAD.Pro for Windows Release 2007
Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor
100 1.4DL 1 DL 1.40101 1.4DL+1.4WLUP 1 DL 1.40
2 WL-UP 1.40102 1.4DL+1.4WLDN 1 DL 1.40
3 WL-DOWN 1.40103 1DL+1.4WLUP 1 DL 1.00
2 WL-UP 1.40104 1DL+1.4WLDN 1 DL 1.00
3 WL-DOWN 1.40200 DL+WLUP 1 DL 1.00
2 WL-UP 1.00201 DL+WLDN 1 DL 1.00
3 WL-DOWN 1.00
Node Displacement SummaryNode L/C X
(mm)Y
(mm)Z
(mm)Resultant
(mm)rX
(rad)rY
(rad)rZ
(rad)Max X 48 103:1DL+1.4WLUP
3.799 21.315 -0.132 21.651 0.000 0.000 -0.002Min X 35 103:1DL+1.4WLUP -3.828 21.287 -0.130 21.629 0.000 -0.000 0.002Max Y 48 103:1DL+1.4WLUP 3.799
21.315 -0.132 21.651 0.000 0.000 -0.002Min Y 48 102:1.4DL+1.4WLDN-2.266 -12.889 -0.189 13.088 0.000 0.000 0.002Max Z 102 102:1.4DL+1.4WLDN 0.063 -3.666
0.530 3.705 -0.001 -0.000 0.000Min Z 99 102:1.4DL+1.4WLDN-0.018 -3.748 -0.955 3.868 0.001 0.000 -0.000
Max rX 19 102:1.4DL+1.4WLDN-0.993 -6.856 -0.294 6.934 0.002 -0.000 0.003
Min rX 64 102:1.4DL+1.4WLDN 1.074 -6.879 -0.287 6.968 -0.001 -0.000 -0.003Max rY 76 102:1.4DL+1.4WLDN-1.023 -7.055 -0.290 7.135 -0.001
0.000 0.003Min rY 64 102:1.4DL+1.4WLDN 1.074 -6.879 -0.287 6.968 -0.001 -0.000 -0.003Max rZ 33 103:1DL+1.4WLUP -0.244 13.894 -0.312 13.900 0.000 -0.000
0.011Min rZ 46 103:1DL+1.4WLUP 0.220 13.934 -0.314 13.939 0.000 0.000 -0.011
Max Rst 48 103:1DL+1.4WLUP 3.799 21.315 -0.132 21.651 0.000 0.000 -0.002
Page 13 of 40
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File Date/Time
6
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 6 of 20STAAD.Pro for Windows Release 2007
Load 2X
YZ
Whole Structure
Load 2XY
Z
Whole Structure
Page 14 of 40
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Job No Sheet No Rev
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By Date Chd
File Date/Time
7
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 7 of 20STAAD.Pro for Windows Release 2007
Load 2X
Y
Z
Whole Structure
PIP883.0PIP883.0PIP763.0
PIP883.0PIP883.0PIP883.0PIP763.0
PIP883.0PIP883.0PIP883.0
PIP763.0
PIP883.0
PIPE
PIP883.0PIP763.0
PIP883.0PIP883.0
PIP883.0 PIP482.5PIP883.0
PIPE
PIP883.0
PIP763.0
PIP883.0PIP883.0 PIP482.5PIP883.0PIP763.0
PIP883.0PIP763.0PIP883.0PIP883.0
PIP883.0PIP763.0PIP482.5
PIP883.0PIP883.0PIP883.0PIP883.0
PIP763.0PIP883.0
PIP883.0PIP883.0
PIP482.5PIP883.0PIP883.0PIP883.0
PIP763.0PIP883.0PIP883.0PIP883.0
PIP763.0
PIP883.0
PIPE
PIP482.5 PIP883.0PIP763.0
PIP883.0PIP883.0
PIP883.0 PIP482.5PIP883.0PIP482.5
PIPE
PIP883.0
PIP763.0
PIP883.0PIP883.0 PIP482.5PIP883.0PIP763.0
PIP883.0PIP763.0PIP883.0PIP883.0
PIP883.0PIP763.0PIP482.5
PIP883.0PIP883.0PIP883.0PIP883.0PIP883.0
PIP763.0PIP883.0
PIP883.0PIP883.0
PIP482.5PIP883.0PIP883.0PIP883.0
PIP763.0PIP883.0PIP883.0PIP883.0
PIP763.0
PIP883.0
PIPE
PIP482.5 PIP883.0PIP763.0
PIP883.0PIP883.0
PIP883.0PIP883.0PIP482.5
PIPE
PIP883.0
PIP763.0
PIP883.0PIP883.0PIP883.0PIP763.0
PIP883.0PIP763.0PIP883.0PIP883.0
PIP763.0
PIP883.0PIP883.0PIP883.0PIP883.0PIP883.0
PIP883.0 Load 2X
Y
Z
Whole Structure
Page 15 of 40
Software licensed to c Job Title
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Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
8
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 8 of 20STAAD.Pro for Windows Release 2007
1819202122
99
2324425
46
2
2627
4728 4829
49
1
9250
17101
51
95
5216
3115 53
75
87
14 5455
7613
9856 77
5
5712
78
45
9411 791044
103
809
96
881
437
61
6
42 82
59
41 838440
10085
32
8639
58
3837
749136
97
35 7334
33
727170
102
626968
67936665
6463
Load 2X
Y
Z
Whole Structure
1718
117
192021
89118222324
25
114 45
26
104
2746
1
28123
9747
2948107
16
4999
9012450
1551
11591
1452
13 53
120 74
108
5493
12103
5575
101
11
56129
11698
7610
57779 110
44
8 78
113
1027
13079
43658095
121924
4281
41 82
126
111
8394
40106
84
58
39
8587 12238
86
37
73
36
119
10010535
72343396
12732717069
112
68
88 1286766
65
125
109646362
61Load 2
XY
Z
Whole Structure
Page 16 of 40
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Ref
By Date Chd
File Date/Time
9
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 9 of 20STAAD.Pro for Windows Release 2007
PIPE
PIPE
PIPE
PIP763.0
PIP763.0
PIP763.0
PIP763.0
PIP763.0
PIP763.0PIP763.0
PIP763.0PIP763.0
PIP763.0
PIP763.0
PIP763.0
PIP883.0
PIP883.0
PIP883.0PIP883.0
PIP883.0
PIP883.0
PIP883.0PIP883.0
PIP883.0
PIP883.0 PIP883.0
PIP883.0
PIP482.5
PIP482.5
PIP482.5
PIP482.5 PIP482.5PIP482.5
PIP482.5 PIP482.5
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0 PIP883.0
PIP883.0PIP883.0
PIP883.0PIP763.0
PIP763.0
PIP763.0
PIP763.0 PIP763.0
PIP763.0 PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0 PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0PIP883.0
PIP883.0PIP883.0
PIP883.0
PIP883.0
PIP883.0PIP883.0
PIP883.0
PIP883.0
PIP883.0PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP883.0
PIP482.5
PIP482.5
PIP482.5
PIP482.5
PIPE
PIPE
PIPE PIP763.0PIP763.0
PIP763.0PIP763.0
PIP763.0PIP763.0
Load 2XY
Z
Whole Structure
PIP883.0PIP883.0PIP883.0
PIP883.0 PIP883.0
PIP883.0PIP883.0 PIP883.0PIP883.0
PIP883.0 PIP883.0PIP883.0
PIP883.0
PIP883.0
PIP883.0PIP763.0
PIP883.0 PIP883.0
PIP883.0PIP763.0
PIP883.0
PIP763.0PIP763.0
PIP883.0
PIP763.0
PIPE
PIP763.0
PIP883.0PIP883.0
PIP883.0
PIP763.0
PIP883.0
PIPE
PIP883.0
PIP763.0
PIP883.0
Load 2X
YZ
Whole Structure
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By Date Chd
File Date/Time
10
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 10 of 20STAAD.Pro for Windows Release 2007
1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m
1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m
2.000 kN/m
1.040 kN/m1.040 kN/m
2.000 kN/m
1.040 kN/m1.040 kN/m
1.040 kN/m 2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m
2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m2.000 kN/m 1.040 kN/m2.000 kN/m2.000 kN/m2.000 kN/m
1.040 kN/m2.000 kN/m
2.000 kN/m2.000 kN/m
1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m
1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m1.040 kN/m
1.040 kN/m1.040 kN/m
Load 2X
Y
Z
Whole Structure
-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m -0.720 kN/m
-0.360 kN/m-0.360 kN/m
-0.720 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m
-0.720 kN/m-0.720 kN/m-0.720 kN/m-0.720 kN/m-0.720 kN/m-0.720 kN/m
-0.720 kN/m-0.720 kN/m
-0.720 kN/m-0.720 kN/m
-0.720 kN/m-0.720 kN/m
-0.720 kN/m-0.720 kN/m-0.720 kN/m-0.720 kN/m-0.720 kN/m
-0.720 kN/m-0.720 kN/m
-0.720 kN/m
-0.360 kN/m
-0.720 kN/m-0.720 kN/m
-0.720 kN/m
-0.360 kN/m
-0.720 kN/m-0.720 kN/m
-0.720 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
-0.360 kN/m-0.360 kN/m
Load 3X
Y
Z
Whole Structure
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21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 11 of 20STAAD.Pro for Windows Release 2007
Axial ForceLoad 3 : X
Y
Z
Whole Structure Fx 50N:1mm 3 WL-DOWN
Steel Design (Track 0) Checks ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
1 ST PIPE PASS BS-4.8.2.2 0.025 103 14945.67 T 0.00 40338.85 0.00 =======================================================================
4 ST PIP883.0 PASS BS-4.8.3.3.1 0.181 103 3331.12 C 2808.97 759551.62 - =======================================================================
5 ST PIP883.0 PASS ANNEX I.1 0.177 103 3958.21 C 8088.00 1066250.75 - =======================================================================
6 ST PIP883.0 PASS ANNEX I.1 0.177 103 4133.84 C 3198.03 1070491.38 - =======================================================================
7 ST PIP883.0 PASS ANNEX I.1 0.169 103 4240.75 C 9235.15 1014485.00 - =======================================================================
8 ST PIP883.0 PASS BS-4.8.2.2 0.147 103 10030.32 T 0.00 617850.00 0.00 =======================================================================
9 ST PIP883.0 PASS BS-4.8.2.2 0.095 103 9932.45 T 0.00 303799.00 506.71 =======================================================================
Page 19 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
12
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 12 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
10 ST PIP883.0 PASS BS-4.8.2.2 0.080 103 9566.52 T 0.00 224182.59 334.17 =======================================================================
11 ST PIP883.0 PASS BS-4.8.2.2 0.106 103 9615.02 T 0.00 382924.72 464.28 =======================================================================
12 ST PIP883.0 PASS BS-4.8.2.2 0.126 103 9728.16 T 0.00 500357.56 566.58 =======================================================================
13 ST PIP883.0 PASS BS-4.8.2.2 0.131 103 9868.98 T 0.00 526284.19 458.49 =======================================================================
14 ST PIP883.0 PASS BS-4.8.2.2 0.131 103 9863.71 T 0.00 526299.12 0.00 =======================================================================
15 ST PIP883.0 PASS BS-4.8.2.2 0.121 103 10060.64 T 0.00 459190.50 0.00 =======================================================================
16 ST PIP883.0 PASS BS-4.8.2.2 0.089 103 10251.53 T 0.00 263395.38 0.00 =======================================================================
17 ST PIP883.0 PASS BS-4.8.3.3.1 0.181 103 3330.17 C 2812.49 759340.31 - =======================================================================
18 ST PIP883.0 PASS ANNEX I.1 0.177 103 3957.30 C 8084.09 1065820.75 - =======================================================================
19 ST PIP883.0 PASS ANNEX I.1 0.177 103 4132.89 C 3313.43 1070024.50 - =======================================================================
20 ST PIP883.0 PASS ANNEX I.1 0.168 103 4239.80 C 9405.21 1013902.75 - =======================================================================
21 ST PIP883.0 PASS BS-4.8.2.2 0.147 103 10030.35 T 0.00 617589.88 0.00 =======================================================================
22 ST PIP883.0 PASS BS-4.8.2.2 0.095 103 9932.48 T 0.00 304437.03 506.68 =======================================================================
23 ST PIP883.0 PASS BS-4.8.2.2 0.079 103 9566.58 T 0.00 217115.81 317.70 =======================================================================
24 ST PIP883.0 PASS BS-4.8.2.2 0.106 103 9615.39 T 0.00 382664.59 480.75 =======================================================================
25 ST PIP883.0 PASS BS-4.8.2.2 0.126 103 9729.47 T 0.00 500257.50 566.57 =======================================================================
Page 20 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
13
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 13 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
26 ST PIP883.0 PASS BS-4.8.2.2 0.131 103 9870.30 T 0.00 526265.88 458.49 =======================================================================
27 ST PIP883.0 PASS BS-4.8.2.2 0.131 103 9865.05 T 0.00 526280.56 0.00 =======================================================================
28 ST PIP883.0 PASS BS-4.8.2.2 0.121 103 10061.97 T 0.00 459237.44 0.00 =======================================================================
29 ST PIP883.0 PASS BS-4.8.2.2 0.089 103 10252.86 T 0.00 263376.62 0.00 =======================================================================
32 ST PIP883.0 PASS BS-4.8.3.3.1 0.378 103 7027.38 C 343.67 1588440.88 - =======================================================================
33 ST PIP883.0 PASS ANNEX I.1 0.371 103 8292.71 C 1361.55 2250262.25 - =======================================================================
34 ST PIP883.0 PASS ANNEX I.1 0.374 103 8650.80 C 723.93 2266458.00 - =======================================================================
35 ST PIP883.0 PASS ANNEX I.1 0.359 103 8727.84 C 172.23 2176513.50 - =======================================================================
36 ST PIP883.0 PASS BS-4.8.2.2 0.301 103 20699.39 T 0.00 1262503.88 0.00 =======================================================================
37 ST PIP883.0 PASS BS-4.8.2.2 0.184 103 20501.88 T 0.00 561257.31 506.71 =======================================================================
38 ST PIP883.0 PASS BS-4.8.2.2 0.158 103 19710.42 T 0.00 422591.25 334.17 =======================================================================
39 ST PIP883.0 PASS BS-4.8.2.2 0.221 103 19817.03 T 0.00 801868.31 464.28 =======================================================================
40 ST PIP883.0 PASS BS-4.8.2.2 0.268 103 20052.48 T 0.00 1082938.25 566.58 =======================================================================
41 ST PIP883.0 PASS BS-4.8.2.2 0.280 103 20339.14 T 0.00 1149198.12 458.49 =======================================================================
42 ST PIP883.0 PASS BS-4.8.2.2 0.280 103 20329.12 T 0.00 1149198.62 0.00 =======================================================================
43 ST PIP883.0 PASS BS-4.8.2.2 0.258 103 20719.21 T 0.00 1004601.25 0.00 =======================================================================
Page 21 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
14
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 14 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
44 ST PIP883.0 PASS BS-4.8.2.2 0.189 103 21091.97 T 0.00 571807.81 0.00 =======================================================================
45 ST PIP883.0 PASS BS-4.8.3.3.1 0.378 103 7025.57 C 342.90 1588054.88 - =======================================================================
46 ST PIP883.0 PASS ANNEX I.1 0.371 103 8290.99 C 1360.24 2249468.00 - =======================================================================
47 ST PIP883.0 PASS ANNEX I.1 0.374 103 8649.00 C 723.17 2265571.75 - =======================================================================
48 ST PIP883.0 PASS ANNEX I.1 0.359 103 8726.11 C 172.15 2175435.75 - =======================================================================
49 ST PIP883.0 PASS BS-4.8.2.2 0.301 103 20699.19 T 0.00 1261551.50 0.00 =======================================================================
50 ST PIP883.0 PASS BS-4.8.2.2 0.185 103 20501.65 T 0.00 562659.81 506.68 =======================================================================
51 ST PIP883.0 PASS BS-4.8.2.2 0.155 103 19710.06 T 0.00 405963.78 317.70 =======================================================================
52 ST PIP883.0 PASS BS-4.8.2.2 0.221 103 19816.49 T 0.00 801364.25 480.75 =======================================================================
53 ST PIP883.0 PASS BS-4.8.2.2 0.268 103 20053.98 T 0.00 1082642.12 566.57 =======================================================================
54 ST PIP883.0 PASS BS-4.8.2.2 0.280 103 20340.67 T 0.00 1149028.38 458.49 =======================================================================
55 ST PIP883.0 PASS BS-4.8.2.2 0.280 103 20330.67 T 0.00 1149029.00 0.00 =======================================================================
56 ST PIP883.0 PASS BS-4.8.2.2 0.258 103 20720.76 T 0.00 1004575.50 0.00 =======================================================================
57 ST PIP883.0 PASS BS-4.8.2.2 0.189 103 21093.53 T 0.00 571719.06 0.00 =======================================================================
58 ST PIPE PASS BS-4.8.2.2 0.025 103 14476.97 T 0.00 50647.29 2451.35 =======================================================================
61 ST PIP883.0 PASS BS-4.8.3.3.1 0.184 103 3367.29 C 2886.22 769661.00 - =======================================================================
Page 22 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
15
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 15 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
62 ST PIP883.0 PASS ANNEX I.1 0.180 103 3996.19 C 7348.24 1083531.00 - =======================================================================
63 ST PIP883.0 PASS ANNEX I.1 0.180 103 4172.82 C 4853.65 1088996.62 - =======================================================================
64 ST PIP883.0 PASS ANNEX I.1 0.172 103 4209.85 C 8351.03 1036665.06 - =======================================================================
65 ST PIP883.0 PASS BS-4.8.2.2 0.141 103 9964.71 T 0.00 583572.12 0.00 =======================================================================
66 ST PIP883.0 PASS BS-4.8.2.2 0.095 103 9864.57 T 0.00 311201.25 506.71 =======================================================================
67 ST PIP883.0 PASS BS-4.8.2.2 0.080 103 9501.72 T 0.00 228091.19 334.17 =======================================================================
68 ST PIP883.0 PASS BS-4.8.2.2 0.105 103 9549.10 T 0.00 379743.81 464.28 =======================================================================
69 ST PIP883.0 PASS BS-4.8.2.2 0.124 103 9661.21 T 0.00 491881.62 566.58 =======================================================================
70 ST PIP883.0 PASS BS-4.8.2.2 0.129 103 9801.49 T 0.00 516181.47 458.49 =======================================================================
71 ST PIP883.0 PASS BS-4.8.2.2 0.129 103 9796.18 T 0.00 516184.44 0.00 =======================================================================
72 ST PIP883.0 PASS BS-4.8.2.2 0.119 103 9993.61 T 0.00 450341.25 0.00 =======================================================================
73 ST PIP883.0 PASS BS-4.8.2.2 0.088 103 10186.16 T 0.00 259198.16 0.00 =======================================================================
74 ST PIP883.0 PASS BS-4.8.3.3.1 0.184 103 3366.44 C 2893.98 769480.88 - =======================================================================
75 ST PIP883.0 PASS ANNEX I.1 0.180 103 3995.40 C 7351.81 1083157.00 - =======================================================================
76 ST PIP883.0 PASS ANNEX I.1 0.180 103 4171.98 C 4952.84 1088590.00 - =======================================================================
77 ST PIP883.0 PASS ANNEX I.1 0.172 103 4209.06 C 8473.88 1036156.06 - =======================================================================
Page 23 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
16
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 16 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
78 ST PIP883.0 PASS BS-4.8.2.2 0.141 103 9964.42 T 0.00 583131.62 0.00 =======================================================================
79 ST PIP883.0 PASS BS-4.8.2.2 0.096 103 9864.28 T 0.00 311891.09 506.68 =======================================================================
80 ST PIP883.0 PASS BS-4.8.2.2 0.079 103 9501.49 T 0.00 221357.98 317.70 =======================================================================
81 ST PIP883.0 PASS BS-4.8.2.2 0.105 103 9549.16 T 0.00 379480.38 480.75 =======================================================================
82 ST PIP883.0 PASS BS-4.8.2.2 0.124 103 9662.18 T 0.00 491748.97 566.57 =======================================================================
83 ST PIP883.0 PASS BS-4.8.2.2 0.129 103 9802.47 T 0.00 516120.19 458.49 =======================================================================
84 ST PIP883.0 PASS BS-4.8.2.2 0.129 103 9797.17 T 0.00 516123.06 0.00 =======================================================================
85 ST PIP883.0 PASS BS-4.8.2.2 0.119 103 9994.60 T 0.00 450348.50 0.00 =======================================================================
86 ST PIP883.0 PASS BS-4.8.2.2 0.088 103 10187.15 T 0.00 259160.67 0.00 =======================================================================
87 ST PIP482.5 PASS BS-4.8.2.2 0.114 101 24.49 T 0.00 163846.06 3000.00 =======================================================================
88 ST PIP482.5 PASS BS-4.8.2.2 0.114 102 27.90 T 0.00 163776.02 3000.00 =======================================================================
89 ST PIP482.5 PASS BS-4.8.2.2 0.114 101 24.70 T 0.00 163845.72 3000.00 =======================================================================
90 ST PIP482.5 PASS BS-4.8.2.2 0.114 102 28.14 T 0.00 163777.66 3000.00 =======================================================================
91 ST PIP482.5 PASS ANNEX I.1 0.114 102 3.18 642.27 163452.33 - =======================================================================
92 ST PIP482.5 PASS BS-4.8.3.3.3 0.113 102 3.30 379.09 163404.56 - =======================================================================
93 ST PIP482.5 PASS BS-4.8.3.3.3 0.114 102 3.42 647.48 163452.67 - =======================================================================
Page 24 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
17
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 17 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
94 ST PIP482.5 PASS BS-4.8.3.3.3 0.113 102 3.57 384.11 163404.91 - =======================================================================
95 ST PIP482.5 PASS ANNEX I.1 0.115 102 49.71 C 129.29 163561.91 - =======================================================================
96 ST PIP482.5 PASS ANNEX I.1 0.115 102 52.89 C 57.51 163584.02 - =======================================================================
97 ST PIP482.5 PASS ANNEX I.1 0.115 102 49.84 C 124.32 163560.55 - =======================================================================
98 ST PIP482.5 PASS ANNEX I.1 0.115 102 52.98 C 66.91 163585.94 - =======================================================================
99 ST PIPE PASS BS-4.8.2.2 0.010 103 6003.11 T 0.00 462.77 1699.14 =======================================================================
100 ST PIPE PASS BS-4.6 (T) 0.010 103 6017.64 T 0.00 67.11 1699.14 =======================================================================
101 ST PIPE PASS BS-4.8.2.2 0.051 103 31479.50 T 0.00 13475.53 0.00 =======================================================================
102 ST PIPE PASS BS-4.8.2.2 0.020 103 12788.47 T 0.00 139.32 1699.14 =======================================================================
103 ST PIP763.0 PASS BS-4.8.3.3.1 0.376 103 14192.45 C 713.43 134625.98 - =======================================================================
104 ST PIP763.0 PASS BS-4.8.3.3.1 0.376 103 14136.49 C 570.71 134625.75 - =======================================================================
105 ST PIP883.0 PASS BS-4.8.2.2 0.396 103 20677.28 T 0.00 1844748.50 0.00 =======================================================================
106 ST PIP763.0 PASS BS-4.8.3.3.1 0.805 103 29412.01 C 600.48 151896.19 - =======================================================================
107 ST PIP883.0 PASS BS-4.8.2.2 0.396 103 20677.07 T 0.00 1843835.88 0.00 =======================================================================
108 ST PIP763.0 PASS BS-4.8.3.3.1 0.805 103 29409.88 C 603.63 151901.17 - =======================================================================
109 ST PIP883.0 PASS BS-4.8.2.2 0.186 103 9957.05 T 0.00 861421.56 0.00 =======================================================================
Page 25 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
18
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 18 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
110 ST PIP883.0 PASS BS-4.8.2.2 0.186 103 9956.76 T 0.00 860995.88 0.00 =======================================================================
111 ST PIP763.0 PASS BS-4.8.3.3.1 0.409 103 14109.39 C 532.23 143158.88 - =======================================================================
112 ST PIP763.0 PASS BS-4.8.3.3.1 0.409 103 14110.58 C 524.21 143155.33 - =======================================================================
113 ST PIP763.0 PASS BS-4.8.2.2 0.040 103 3810.80 T 0.00 89691.00 0.00 =======================================================================
114 ST PIP763.0 PASS BS-4.8.3.3.3 0.072 102 3085.60 C 19865.50 79137.64 - =======================================================================
115 ST PIP763.0 PASS BS-4.8.3.3.3 0.072 102 3082.06 C 19826.10 79233.52 - =======================================================================
116 ST PIP763.0 PASS BS-4.8.3.3.3 0.071 2 27.20 C 389.49 236278.88 - =======================================================================
117 ST PIP763.0 PASS BS-4.8.2.2 0.040 103 3809.78 T 0.00 89653.38 2627.24 =======================================================================
118 ST PIP763.0 PASS BS-4.8.3.3.3 0.071 2 27.26 C 397.79 236116.84 - =======================================================================
119 ST PIP763.0 PASS BS-4.8.2.2 0.085 103 8008.87 T 0.00 186363.66 0.00 =======================================================================
120 ST PIP763.0 PASS BS-4.8.3.3.1 0.102 102 5255.77 C 1713.79 83806.41 - =======================================================================
121 ST PIP763.0 PASS BS-4.8.3.3.1 0.102 102 5251.40 C 1726.96 83765.78 - =======================================================================
122 ST PIP763.0 PASS BS-4.8.2.2 0.126 103 178.96 T 0.00 549785.69 0.00 =======================================================================
123 ST PIP763.0 PASS BS-4.8.2.2 0.085 103 8006.97 T 0.00 186291.22 2627.24 =======================================================================
124 ST PIP763.0 PASS BS-4.8.2.2 0.126 103 178.93 T 0.00 549297.50 0.00 =======================================================================
125 ST PIP763.0 PASS BS-4.8.2.2 0.041 103 3851.89 T 0.00 90476.96 0.00 =======================================================================
Page 26 of 40
Software licensed to c Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
19
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 19 of 20STAAD.Pro for Windows Release 2007
Steel Design (Track 0) Checks Cont... ALL UNITS ARE - NEWT MMS (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
126 ST PIP763.0 PASS BS-4.8.3.3.3 0.073 102 3169.83 C 20187.39 78157.34 - =======================================================================
127 ST PIP763.0 PASS BS-4.8.3.3.3 0.073 102 3169.04 C 20125.34 78140.37 - =======================================================================
128 ST PIP763.0 PASS BS-4.8.3.3.3 0.071 2 28.83 C 317.06 234812.73 - =======================================================================
129 ST PIP763.0 PASS BS-4.8.2.2 0.041 103 3850.99 T 0.00 90442.98 2627.24 =======================================================================
130 ST PIP763.0 PASS BS-4.8.3.3.3 0.071 2 28.83 C 323.98 234753.02 - =======================================================================
ReactionsHorizontal Vertical Horizontal Moment
Node L/C FX(N)
FY(N)
FZ(N)
MX(kNm)
MY(kNm)
MZ(kNm)
2 1:DL -0.843 4.01E 3 28.437 0.028 -0.000 0.0062:WL-UP 0.004 -13.2E 3 -0.839 -0.001 0.000 -0.0063:WL-DOWN -0.002 4.58E 3 0.314 0.000 -0.000 0.002100:1.4DL -1.181 5.62E 3 39.812 0.039 -0.000 0.008101:1.4DL+1.4WLUP-1.174 -12.9E 3 38.637 0.038 -0.000 -0.000102:1.4DL+1.4WLDN-1.183 12E 3 40.252 0.040 -0.000 0.011103:1DL+1.4WLUP -0.837 -14.5E 3 27.262 0.027 0.000 -0.003104:1DL+1.4WLDN -0.846 10.4E 3 28.877 0.028 -0.000 0.009200:DL+WLUP -0.839 -9.21E 3 27.598 0.027 -0.000 -0.000201:DL+WLDN -0.845 8.59E 3 28.752 0.028 -0.000 0.008
59 1:DL -0.844 4.03E 3 -30.429 -0.052 0.000 0.0062:WL-UP 0.005 -13.2E 3 0.701 0.001 -0.000 -0.0063:WL-DOWN -0.002 4.58E 3 -0.262 -0.000 0.000 0.002100:1.4DL -1.182 5.65E 3 -42.601 -0.073 0.000 0.008101:1.4DL+1.4WLUP-1.175 -12.9E 3 -41.619 -0.071 0.000 -0.000102:1.4DL+1.4WLDN-1.184 12.1E 3 -42.968 -0.073 0.000 0.011103:1DL+1.4WLUP -0.838 -14.5E 3 -29.447 -0.051 0.000 -0.003104:1DL+1.4WLDN -0.846 10.4E 3 -30.796 -0.052 0.000 0.009200:DL+WLUP -0.839 -9.19E 3 -29.728 -0.051 0.000 -0.000201:DL+WLDN -0.846 8.61E 3 -30.691 -0.052 0.000 0.008
87 1:DL -0.836 4.56E 3 1.992 -0.008 -0.000 0.0082:WL-UP -0.009 -25.4E 3 0.138 0.000 -0.000 -0.0123:WL-DOWN 0.003 9.15E 3 -0.052 -0.000 0.000 0.004
Page 27 of 40
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Client
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20
21-May-12
17-Jun-2012 16:52TRAGS-CARSHADE1.std
Print Time/Date: 17/06/2012 17:06 Print Run 20 of 20STAAD.Pro for Windows Release 2007
Reactions Cont...Horizontal Vertical Horizontal Moment
Node L/C FX(N)
FY(N)
FZ(N)
MX(kNm)
MY(kNm)
MZ(kNm)
100:1.4DL -1.170 6.39E 3 2.788 -0.011 -0.000 0.011101:1.4DL+1.4WLUP-1.183 -29.2E 3 2.982 -0.011 -0.000 -0.006102:1.4DL+1.4WLDN-1.165 19.2E 3 2.716 -0.011 -0.000 0.017103:1DL+1.4WLUP -0.848 -31E 3 2.185 -0.008 -0.000 -0.009104:1DL+1.4WLDN -0.831 17.4E 3 1.919 -0.008 -0.000 0.013200:DL+WLUP -0.845 -20.9E 3 2.130 -0.008 -0.000 -0.004201:DL+WLDN -0.832 13.7E 3 1.940 -0.008 -0.000 0.012
Page 28 of 40
APPENDIX C
Footing & Base Plate Design
Page 29 of 40
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
Base plate design by PROKON. (Basepl Ver W2.4.01 - 01 Apr 2008)Design code : BS5950 - 1990Title : NODE # 87 (middle support)
S11Input Data
Column on Base Plate: 32x2.5
Base Plate Geometry
Plate Length L (mm)Plate Width W (mm)Offset L1 (mm)Offset W1 (mm)Bolt distance a1 (mm)Bolt distance a2 (mm)Bolt distance a3 (mm)Bolt distance a4 (mm)
30030075.0075.0035353535
General Parameters
Concrete: fcu (MPa)Plate fy: (MPa)Welds fuw: (MPa)Bolt GradeUse studs (Y/N)
302754608.8N
Loads
LoadCase
P(kN)
Mx(kNm)
My(kNm)
LoadFactor
1 4 1 1 1.4 -26 1 1 1.42 4 1 1 1.4 10 1 1 1.4
Page 30 of 40
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
Sketch of base plate
L=300.0
W=
300.
0
150.0
150.
0
L1=75.0
W1=
75.0
a1=35.0 a2=35.0 a3=
35.0
a4=
35.0
BS5950 - 1990 X
X
Y Y
Page 31 of 40
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]
Bending Moments & Design Output for (Critical) Load Case 1
1.5 MPa
39 kN 39 kN10.0 mm 5
UNSTIFFENED PLATE Load Case 1
BS5950 - 1990 Design axis: Y-Y My=5.6 kNm
2M10 or3M7 or4M7
2M10 or3M7 or4M7
Bending Moments Moment max = -5.140kNm/m @ 75.0mm
2.001.00
-1.00-2.00-3.00-4.00-5.00
20.0
40.0
60.0
80.0
100
120
140
160
180
200
220
240
260
280
300
Bendi
ng
Mom
ent (k
Nm
/m)
Distance (mm)
Page 32 of 40
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2.0 MPa
38 kN 38 kN10.0 mm 52.0 mm
5
STIFFENED PLATE Load Case 1
BS5950 - 1990 Design axis: Y-Y My=5.6 kNm
2M10 or3M7 or4M7
2M10 or3M7 or4M7
Bending Moments & Design Output for (Critical) Load Case 1
Bending Moments Moment max = -4.973kNm/m @ 75.0mm
2.001.00
-1.00-2.00-3.00-4.00-5.00
20.0
40.0
60.0
80.0
100
120
140
160
180
200
220
240
260
280
300
Bendi
ng M
omen
t (kN
m/m
)
Distance (mm)
Page 33 of 40
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Design Drawing of base plate
300
300
150
150
75
75
35 35
35
1270
230
6 mm stiffeners6
8
Elevation
Plan
4M16 gr 8.8Bolt hole size:18 mm
150x5CHS
DETAIL 1
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Holding-down Bolt Design - SABS 0162
ULS tensile load T (kN)ULS shear load V (kN)Concrete strength fcu (Mpa)Bolt strength fu (Mpa)Bolt bond length L (mm)
25230800500
Bon
d Le
ngt
h (L)
T
V
W
Try a M12 bolt
Tensile resistance 26.2.1
=Abpi d2
4.
=
pi 12.0 2
4
= 113.10 mm2
=Tr 0.75 0.67 Ab fu 110-3. . . . = 0.75 0.67 113.10 800.0 110-3 = 45.47 kN-(OK)
Shear resistance 26.2.2 =Vr 0.6 0.67 Ab fu 110-3. . . . = 0.6 0.67 113.1 800.0 110-3 = 36.37 kN-(OK)
Bearing resistance on concrete 25.2.3.3 =Br 1.12 0.6 d 5 d fcu 110-3. . . . . . = 1.12 0.6 12.0 5 12.0 30.0 110-3 = 14.52 kN-(OK)
Combined shear and tension 26.2.3
=VTVuVr
TuTr
+
=
2.036.4
25.045.5 +
= 0.60 (less_than_1.4)Page 35 of 40
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Pull-out resistance 26.2.3
- Bond stress BS8110
=fbu 0.28 fcu.
= 0.28 30.0 = 1.53 MPa
3.12.8.4
=Tout pi d L fbu. . . = pi 12 500 1.53 = 28.8103 kN-(OK)
No anchor plate requiredAnchor plate welding
=Tplw w
pi d2
40.4 fcu
1000
.
.
-
. .
=
0 0pi 12 2
40.4 30
1000
-
= -1.36 kN
- Force on achor plate
=VrTpl
2 pi d. .
=
-1.42 pi 12
= -0.02 kN/mm
- Force per mm weld
=WsizeVr 1000
0.67 w fuw 0.707. . ..
=
-0.0 10000.67 0.67 410 0.707
= -.00100 mm
- Weld size 13.13.1
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Column Base Design : middle column NODE #87 - C15
Input Data
Base length A (m)Base width B (m)Column(s)C (m)D (m)E (m)F (m)Stub column height X (m)Base depth Y (m)Soil cover Z (m)Concrete density (kN/m3)Soil density (kN/m3)Soil friction angle ()Base friction constantRebar depth top X (mm)Rebar depth top Y (mm)Rebar depth bottom X (mm)Rebar depth bottom Y (mm)ULS ovt. LF: Self weightULS LF: Self weightMax. SLS bearing pr. (kN/m)S.F. Overturning (ULS)S.F. Slip (ULS)fcu base (MPa)fcu columns (MPa)fy (MPa)
1.51.2
Col 1 Col 2.4 .4
1.15.312518220.57575757511.41501.51.53030460
Unfactored LoadsLoad Case
Colno.
LFULSovt
LFULS
P(kN)
Hx(kN)
Hy(kN)
Mx(kNm)
My(kNm)
1 1 1 1.4 -26 .5 .5 1 1 1.4 4 2 1 1 1.4 10 .5 .5 1 1 1.4 4
A
X
Y
Y
B
C1
D1
PMx
Z
Hx
Y
X
BS8110 - 1997
Sketch of Base
Page 37 of 40
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Output for Load Case 1
Output for Load Case 1Soil pressure (ULS) (kN/m) 23.74Soil pressure (SLS) (kN/m) 16.96SF overturning (SLS) 15.69SF overturning (ULS) 15.69Safety Factor slip (ULS) 49.02Safety Factor uplift (ULS) 2.16
Bottom Design moment X (kNm/m) 0.00Reinforcement X (mm/m) 0Design moment Y (kNm/m) 0.00Reinforcement Y (mm/m) 0
Top Design moment X (kNm/m) -2.82Reinforcement X (mm/m) 30Design moment Y (kNm/m) -1.26Reinforcement Y (mm/m) 13Linear Shear X (MPa) 0.027vc (MPa) 0.412Linear Shear Y (MPa) 0.012vc (MPa) 0.412Linear Shear Other (MPa) 0.000Punching Shear (MPa) N.A.vc (MPa) N.A.Cost 0.00
1.50
X
Y
Y
1.
20
0.40
0.40
PMx
1.
00
Hx
0.30
1.15
16.96 kN/m
1.50
X
Y
Y
1.
20
0.40
0.40
PMx
1.
00
Hx
0.30
1.15
23.74 kN/m
Soil Pressures at ULSSoil Pressures at SLS
LegendMax M (+)Max M (-)Max Shear
Load Case:1
BS8110 - 1997
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Output for Load Case 2
Output for Load Case 2Soil pressure (ULS) (kN/m) 51.74Soil pressure (SLS) (kN/m) 36.96SF overturning (SLS) 37.73SF overturning (ULS) 37.73Safety Factor slip (ULS) 85.02Safety Factor uplift (ULS) >100
Bottom Design moment X (kNm/m) 2.28Reinforcement X (mm/m) 24Design moment Y (kNm/m) 0.98Reinforcement Y (mm/m) 10
Top Design moment X (kNm/m) 0.00Reinforcement X (mm/m) 0Design moment Y (kNm/m) 0.00Reinforcement Y (mm/m) 0Linear Shear X (MPa) 0.022vc (MPa) 0.412Linear Shear Y (MPa) 0.009vc (MPa) 0.412Linear Shear Other (MPa) 0.000Punching Shear (MPa) 0.014vc (MPa) 0.412Cost 0.00
1.50
X
Y
Y
1.
20
0.40
0.40
PMx
1.
00
Hx
0.30
1.15
36.96 kN/m
1.50
X
Y
Y
1.
20
0.40
0.40
PMx
1.
00
Hx
0.30
1.15
51.74 kN/m
Soil Pressures at ULSSoil Pressures at SLS
LegendMax M (+)Max M (-)Max Shear
Load Case:2
BS8110 - 1997
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Schematic reinforcement of Base
8Y12-B-200 (B2)
6Y12-A-200 (B1)
8Y12-D-200 ABR (T2)
6Y12-C-200 ABR (T1)
col1
PLAN
SECTION
B B B B B B B B
3R10-F
R10-F
8Y16-E
E
E
E
E
SECTION: col1
Page 40 of 40