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STRUCTURAL CALCULATION
PROPOSED BPH (MAIN BUILDING) OF NATIONAL BANK OF CAMBODIA. PROJECT REF. NO : E2885-00332-2010-ST04 (AMENDMENT) (4TH FLOOR BEAM DESIGN)
SUBMITTED BY: LENG CONSULTANTS ER LENG KWEK MIN PROFESSIONAL ENGINEER DATE: 20 December 2011
LENG CONSULTANTS
261 WATERLOO STREET #03-38 WATERLOO CENTRE SINGAPORE 180261
TEL: 62749388 FAX: 62746388
CONTENT Page
1. STRUCTURAL SUMMARY 1
2. DESIGN INFORMATION AND CRITERIA 2-3
3. 2ND FLOOR BEAM DESIGN 4-35
STRUCTURAL SUMMARY 1. The submission comprised of RC beam design of seven storey factory building with
basement. This beam design submission is composed of Ground Floor, 1st floor and 2nd floor. 3rd floor to Roof RC beam will be submitted by part 3. PT member will be submit by separate submission ST05 which design by PT specialist.
2. The design is calculated by ORION software. For loading and structural stiffness,
the whole building is model in ORION software and PT portion is omitted in design stage. This submission include only for RC components.
3. The loading is different in various requirements. Normal loadings are according to
BS6399-1:1996. Loading diagram is attached for reference.
4. All RC structures are designed with Grade 35 concrete and all reinforcement steel are yield strength 460 N/mm2 steel.
4TH FLOOR BEAM DESIGN
Axis: 10 Storey: 6 (/ 2) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B68 L=8000mm 6B69 L=8000mm 6B70 L=5000mmBwxH (mm) 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m
19.624.22
1.28
19.34
2.2
11.5614.2843.98
3.13
49.72
4.07
51.63
4.8
77.6747.97
5
55.07
3.846.64
1.28
5.81
2.2
2.733.7418.74
3.13
20.87
4.07
22.47
4.8
249
5
9.42
UDL G=21.7 Q=0.23 kN/m
ShearForce(Env.)
-134.888
0.384225.488
-721.636
373.382
Moment(Env.)
286.895
-299.597 -299.717
1.007E+03 1.006E+03
-491.14
2.175
Bending (Top Edge) ... M (kN.m) 286.90 35.12 553.71 1006.84 1005.92 98.27 2.18 h' (mm) 734.8 757.5 757.5 732.5 732.5 757.5 745.0 K/K' 0.19 0.02 0.35 0.69 0.69 0.06 0.00 x (mm) 81.64 84.17 110.37 225.05 224.81 84.17 82.78 As (mm2) 1027.5 122.0 1955.7 3987.6 3983.3 341.4 7.7 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 241.36 299.60 299.72 75.69 11.03 491.14 296.22 h' (mm) 745.0 757.5 757.5 745.0 745.0 745.0 757.5 K/K' 0.16 0.19 0.19 0.05 0.01 0.32 0.19 x (mm) 82.78 84.17 84.17 82.78 82.78 98.93 84.17 As (mm2) 852.5 1040.8 1041.2 267.4 39.0 1752.9 1029.1 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 17 0 135 49 126 179 Vd @d(kN) 118 49 140 208 644 211 v (N/mm2) 0.05 0.00 0.36 0.14 0.34 0.48 vc 0.55 0.61 0.61 0.61 0.65 0.83 0.83 0.61 0.61 v-max 4.73 4.73 4.73 Vnom (kN) 755 773 755 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 3950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK 10.74 < 61.36 OK 6.71 < 35.93 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 2454.4 4908.7 4908.7 1472.6 1472.6Bottom Edge 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5
Steel Bars ...Top Bar 3T25 5T25 3T25Sup.Top Bar 3T25 3T25 3T25 5T25 5T25 3T25
Sup.Top Bar 5T25 5T25
Bottom Bar 4T25 4T25 4T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-1
Project: NBC_verH1_BEAM_FEM
Axis: 11 Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B76 L=5000mmBwxH (mm) 500 x 800Flange BfxHf ---
LoadsG=-5
0.68
3.92
1.35
34.14
2.2
8.07
2.93
12.42
3.65
40.46
4.1
17.07
-8.285
11.85
Q=-3.560.68
2.8
1.35
24.31
2.2
5.75
2.93
8.89
3.65
28.96
4.1
12.26
-5.87 5
2.26
UDL G=7.44 Q=0 kN/m
ShearForce(Env.)
-387.671
333.993
Moment(Env.)
1.024
-769.80Bending (Top Edge) ... M (kN.m) 1.02 h' (mm) 713.8 K/K' 0.00 x (mm) 79.31 As (mm2) 3.8 As' (mm2) 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 394.16 769.80 323.40 h' (mm) 757.5 732.5 757.5 K/K' 0.25 0.53 0.21 x (mm) 84.17 165.00 84.17 As (mm2) 1369.3 2923.7 1123.5 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 709 321 Vd @d(kN) 357 304 v (N/mm2) 1.99 0.86 vc 0.66 0.74 0.65 v-max 4.73 Vnom (kN) 790 b-sup (mm) 350.0 3900.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 6.83 < 23.79 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 2454.4 3436.1 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25Bottom Bar 2T25Sup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-2
Project: NBC_verH1_BEAM_FEM
Axis: 12 Storey: 6 (/ 2) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B79 L=5000mmBwxH (mm) 500 x 800Flange BfxHf ---
LoadsG=-5.87
0.68
3.44
1.35
35.98
2.2
8.2
2.93
20.05
3.65
18.03
4.1
4.492.95
5
1.62
Q=-4.180.68
2.45
1.35
25.63
2.2
5.84
2.93
14.34
3.65
12.98
4.1
3.212.12
50.61
UDL G=7.44 Q=0 kN/m
ShearForce(Env.)
-384.762
316.011
Moment(Env.)
1.18
-763.088Bending (Top Edge) ... M (kN.m) 1.18 h' (mm) 713.8 K/K' 0.00 x (mm) 79.31 As (mm2) 4.4 As' (mm2) 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 391.72 763.09 304.93 h' (mm) 757.5 732.5 757.5 K/K' 0.25 0.52 0.19 x (mm) 84.17 163.38 84.17 As (mm2) 1360.8 2895.0 1059.3 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 641 419 Vd @d(kN) 355 293 v (N/mm2) 1.80 1.12 vc 0.66 0.74 0.65 v-max 4.73 Vnom (kN) 790 b-sup (mm) 350.0 3900.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 6.83 < 23.99 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 2454.4 3436.1 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25Bottom Bar 2T25Sup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-3
Project: NBC_verH1_BEAM_FEM
Axis: 13 Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B81 L=8000mm 6B82 L=8000mm 6B83 L=8000mm 6B84 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m
ShearForce(Env.)
-55.875
71.489
-39.31
89.175
-142.738
232.253
Moment(Env.)
0.148
-99.615
71.499 71.32630.818
275.584 276.203
-366.338 -374.672
982.797
Bending (Top Edge) ... M (kN.m) 0.15 71.50 71.33 118.87 275.58 276.20 18.37 510.13 982.80 h' (mm) 745.0 745.0 745.0 757.5 745.0 745.0 757.5 757.5 732.5 K/K' 0.00 0.05 0.05 0.08 0.18 0.18 0.01 0.33 0.67 x (mm) 82.78 82.78 82.78 84.17 82.78 82.78 84.17 101.09 218.68 As (mm2) 0.5 252.6 251.9 412.9 973.5 975.6 63.8 1791.1 3874.8 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 65.28 99.62 31.53 0.62 289.67 366.34 374.67 143.62 h' (mm) 757.5 745.0 745.0 745.0 745.0 757.5 757.5 745.0 K/K' 0.04 0.07 0.02 0.00 0.19 0.23 0.24 0.09 x (mm) 84.17 82.78 82.78 82.78 82.78 84.17 84.17 82.78 As (mm2) 226.8 351.9 111.4 2.2 1023.2 1272.7 1301.6 507.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 56 71 39 89 143 59 147 232 Vd @d(kN) 38 54 21 71 125 59 147 214 v (N/mm2) 0.15 0.19 0.11 0.24 0.38 0.16 0.40 0.63 vc 0.61 0.61 0.55 0.48 0.55 0.55 0.55 0.61 0.64 0.64 0.61 0.83 v-max 4.73 4.73 4.73 4.73 Vnom (kN) 755 735 755 755 b-sup (mm) 400.0 6800.0 400.0 6800.0 400.0 6800.0 400.0 6800.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK --- 10.74 < 56.68 OK 10.74 < 59.77 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1963.5 4908.7Bottom Edge 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 2277.7 2277.7 1963.5 1963.5
Steel Bars ...Top Bar 3T25 3T25 3T25 4T25Sup.Top Bar 3T25 3T25 3T25 3T25 3T25 3T25 3T25 5T25
Sup.Top Bar 5T25
Bottom Bar 4T25 4T25 4T25 4T25Bottom BarSup.Bot Bar 1T20 1T20
Side Bars 2T16 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-4
Project: NBC_verH1_BEAM_FEM
Axis: 13 Storey: 6 ... Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B85 L=5000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads
G=20.1322.85
1.28
19.57
2.2
11.4615.2244.92
3.13
52.85
4.07
48.49
4.8
77.1147.41
5
55.21
Q=3.926.41
1.28
5.84
2.2
2.684.2819.28
3.13
22.67
4.07
20.67
4.8
23.688.68
5
9.5
UDL G=21.7 Q=0.23 kN/m
ShearForce(Env.)
-716.622
363.515
Moment(Env.)
981.642
-468.121
2.864
Bending (Top Edge) ... M (kN.m) 981.64 84.26 2.86 h' (mm) 732.5 757.5 745.0 K/K' 0.67 0.05 0.00 x (mm) 218.38 84.17 82.78 As (mm2) 3869.4 292.7 10.1 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 468.12 284.18 h' (mm) 745.0 757.5 K/K' 0.31 0.18 x (mm) 93.99 84.17 As (mm2) 1665.4 987.3 As' (mm2) 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 717 364 Vd @d(kN) 636 206 v (N/mm2) 1.96 0.98 vc 0.71 0.61 0.61 v-max 4.73 Vnom (kN) 755 b-sup (mm) 350.0 3900.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 6.71 < 37.77 OK
Provided Steel Areas (mm2)Top Edge 4908.7 1472.6 1472.6Bottom Edge 1963.5 1963.5 1963.5
Steel Bars ...Top Bar 3T25Sup.Top Bar 5T25 3T25
Sup.Top Bar 5T25
Bottom Bar 4T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-5
Project: NBC_verH1_BEAM_FEM
Axis: 2 Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B42 L=8000mm 6B43 L=8000mm 6B44 L=8000mm 6B45 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m
ShearForce(Env.)
-58.477
69.178
-53.704
73.924
-88.164
40.234167.111
Moment(Env.)
0.20
-109.072
53.065 53.113
-51.867
137.223 137.267
-115.435 -67.489
770.926
Bending (Top Edge) ... M (kN.m) 0.20 53.07 53.11 26.23 137.22 137.27 6.75 85.19 456.14 770.93 h' (mm) 745.0 745.0 745.0 757.5 745.0 745.0 757.5 745.0 757.5 732.5 K/K' 0.00 0.04 0.04 0.02 0.09 0.09 0.00 0.06 0.29 0.53 x (mm) 82.78 82.78 82.78 84.17 82.78 82.78 84.17 82.78 89.75 165.28 As (mm2) 0.7 187.4 187.6 91.1 484.7 484.9 23.4 300.9 1590.2 2928.5 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 67.92 109.07 47.00 21.28 51.87 115.43 107.26 67.49 h' (mm) 757.5 745.0 745.0 745.0 745.0 745.0 745.0 745.0 K/K' 0.04 0.07 0.03 0.01 0.03 0.08 0.07 0.04 x (mm) 84.17 82.78 82.78 82.78 82.78 82.78 82.78 82.78 As (mm2) 235.9 385.3 166.0 75.2 183.2 407.8 378.9 238.4 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 58 69 54 74 88 40 86 167 Vd @d(kN) 41 52 37 57 71 23 86 150 v (N/mm2) 0.16 0.19 0.14 0.20 0.24 0.11 0.23 0.46 vc 0.55 0.55 0.55 0.48 0.55 0.65 0.65 0.55 0.55 0.55 0.61 0.74 v-max 4.73 4.73 4.73 4.73 Vnom (kN) 735 735 735 755 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 6950.0 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK 10.74 < 58.05 OK 10.74 < 58.05 OK ---
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 1472.6 2412.7 2412.7 1472.6 1472.6 1472.6 1963.5 3436.1Bottom Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6
Steel Bars ...Top Bar 3T25 3T25 3T25 4T25Sup.Top Bar 3T25 3T25 3T25 3T32 3T32 3T25 3T25 5T25
Sup.Top Bar 2T25
Bottom Bar 3T25 3T25 3T25 3T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-6
Project: NBC_verH1_BEAM_FEM
Axis: 2 Storey: 6 ... Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B46 L=5000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads
G=16.6317.68
0.9
24.1324.7314.7611.4815.0744.7749.54
3.6
55.31
4.3
45.01
4.8
86.6956.99
5
73.66
Q=3.274.22
0.9
7.228.894.492.493.7218.7220.37
3.6
24.51
4.3
19.55
4.8
25.1210.12
5
12.35
UDL G=21.7 Q=0.23 kN/m
ShearForce(Env.)
-675.867
402.565
Moment(Env.)
770.103
-567.235
2.961
Bending (Top Edge) ... M (kN.m) 770.10 2.96 h' (mm) 732.5 745.0 K/K' 0.53 0.00 x (mm) 165.08 82.78 As (mm2) 2925.0 10.5 As' (mm2) 0.0 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 20.57 567.23 320.02 h' (mm) 745.0 745.0 757.5 K/K' 0.01 0.37 0.20 x (mm) 82.78 115.48 84.17 As (mm2) 72.7 2046.2 1111.7 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 676 403 Vd @d(kN) 602 243 v (N/mm2) 1.85 1.08 vc 0.74 0.65 0.65 v-max 4.73 Vnom (kN) 773 b-sup (mm) 350.0 3950.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 6.71 < 35.46 OK
Provided Steel Areas (mm2)Top Edge 3436.1 1472.6 1472.6Bottom Edge 2454.4 2454.4 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 5T25 3T25
Sup.Top Bar 2T25
Bottom Bar 5T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-7
Project: NBC_verH1_BEAM_FEM
Axis: 4 Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B53 L=5000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads
G=370.65
0.68-10.29
1.35-1.69
2.2
6.57
3.13
22.53
4.07
10.5
5
11.21Q=264
0.68-7.33 1.35-1.21 2.24.69
3.1316.15
4.077.55
52.64
UDL G=7.44 Q=0 kN/m
ShearForce(Env.)
-563.494
-250.382-250.744
276.678
Moment(Env.)
0.831
-613.455Bending (Top Edge) ... M (kN.m) 0.83 h' (mm) 734.8 K/K' 0.00 x (mm) 81.64 As (mm2) 3.0 As' (mm2) 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 316.08 613.46 259.21 h' (mm) 745.0 745.0 757.5 K/K' 0.21 0.40 0.17 x (mm) 82.78 125.73 84.17 As (mm2) 1116.5 2227.8 900.5 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 384 230 Vd @d(kN) 251 238 v (N/mm2) 1.05 0.62 vc 0.66 0.65 0.65 v-max 4.73 Vnom (kN) 773 b-sup (mm) 350.0 3950.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 6.71 < 25.2 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 2454.4 2454.4 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-8
Project: NBC_verH1_BEAM_FEM
Axis: 5 Storey: 6 (/ 2) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B58 L=8000mm 6B59 L=8000mm 6B60 L=5000mmBwxH (mm) 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m
19.4923.19
1.28
19.77
2.2
11.515.3345.03
3.13
53.12
4.07
48.61
4.8
79.149.4
5
57.72
3.826.48
1.28
5.91
2.2
2.74.3519.35
3.13
22.83
4.07
20.73
4.8
24.349.34
5
10.32
UDL G=21.7 Q=0.23 kN/m
ShearForce(Env.)
-100.073
29.525187.224
-700.84
375.702
Moment(Env.)
194.613
-129.174 -107.733
891.813 891.006
-497.01
2.666
Bending (Top Edge) ... M (kN.m) 194.61 23.09 88.47 533.72 891.81 891.01 20.20 2.67 h' (mm) 745.0 757.5 745.0 757.5 732.5 732.5 757.5 745.0 K/K' 0.13 0.01 0.06 0.34 0.61 0.61 0.01 0.00 x (mm) 82.78 84.17 82.78 106.10 195.18 194.98 84.17 82.78 As (mm2) 687.4 80.2 312.5 1880.0 3458.4 3454.8 70.2 9.4 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 127.51 129.09 107.73 4.72 497.01 296.65 h' (mm) 745.0 745.0 745.0 745.0 745.0 757.5 K/K' 0.08 0.09 0.07 0.00 0.33 0.19 x (mm) 82.78 82.78 82.78 82.78 100.19 84.17 As (mm2) 450.4 456.0 380.5 16.7 1775.3 1030.6 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 100 30 106 187 701 376 Vd @d(kN) 83 15 106 170 624 215 v (N/mm2) 0.27 0.08 0.28 0.51 1.91 1.01 vc 0.55 0.61 0.61 0.61 0.65 0.77 0.77 0.65 0.65 v-max 4.73 4.73 4.73 Vnom (kN) 755 773 773 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 3950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK --- 6.71 < 40.15 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 2454.4 3927.0 3927.0 1472.6 1472.6Bottom Edge 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 2454.4 2454.4 2454.4
Steel Bars ...Top Bar 3T25 5T25 3T25Sup.Top Bar 3T25 3T25 3T25 5T25 5T25 3T25
Sup.Top Bar 3T25 3T25
Bottom Bar 4T25 4T25 5T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-9
Project: NBC_verH1_BEAM_FEM
Axis: 8e Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B35 L=2650mm 6B36 L=2100mmBwxH (mm) 250 x 800 250 x 800Flange BfxHf --- ---
Loads UDL G=5.48 Q=1.25 kN/m UDL G=5.48 Q=1.25 kN/m
ShearForce(Env.)
-4.33
23.135
-10.015
10.767
Moment(Env.)
-11.479
16.452
6.19
1.657-0.763
6.884
Bending (Top Edge) ... M (kN.m) 2.23 16.45 6.19 2.72 6.88 h' (mm) 757.5 745.0 745.0 757.5 745.0 K/K' 0.00 0.02 0.01 0.00 0.01 x (mm) 84.17 82.78 82.78 84.17 82.78 As (mm2) 7.8 58.1 21.9 9.4 24.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 As-min 260.0 260.0 260.0 260.0 260.0 260.0
Bending (Lower Edge) ... M (kN.m) 11.48 10.42 0.76 h' (mm) 757.5 745.0 745.0 K/K' 0.01 0.01 0.00 x (mm) 84.17 82.78 82.78 As (mm2) 39.9 36.8 2.7 As' (mm2) 0.0 0.0 0.0 As-min 260.0 260.0 260.0 260.0 260.0 260.0
Shear Design ... Vd (kN) 6 23 10 11 Vd @d(kN) 6 15 4 3 v (N/mm2) 0.03 0.12 0.05 0.06 vc 0.61 0.61 0.61 0.61 0.61 0.61 v-max 4.73 4.73 Vnom (kN) 378 378 b-sup (mm) 125.0 2275.0 125.0 1725.0 Links D10-150 D10-150 D10-150 D10-150 D10-150 D10-150
Deflection Check ... L/d 3.56 < 59.77 OK 2.82 < 59.77 OK
Provided Steel Areas (mm2)Top Edge 981.7 981.7 981.7 981.7 981.7 981.7Bottom Edge 981.7 981.7 981.7 981.7 981.7 981.7
Steel Bars ...Top Bar 2T25 2T25Sup.Top Bar 2T25 2T25 2T25 2T25
Sup.Top Bar
Bottom Bar 2T25 2T25Bottom BarSup.Bot Bar
Side Bars 2T12 2T12
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-10
Project: NBC_verH1_BEAM_FEM
Axis: A1 Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B37 L=8000mm 6B38 L=8000mm 6B39 L=8000mm 6B40 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=21.96 Q=0.23 kN/m UDL G=21.96 Q=0.23 kN/m UDL G=21.96 Q=0.23 kN/m
ShearForce(Env.) -87.131
63.387
-65.475
204.816
-114.977
138.36
-188.866
80.601
Moment(Env.)
156.346
-86.157
71.806
-223.74
450.702
171.564
-43.691
267.88395.982
-176.517
Bending (Top Edge) ... M (kN.m) 156.35 3.85 71.81 78.86 450.70 171.56 42.47 267.88 395.98 58.83 h' (mm) 745.0 757.5 745.0 757.5 745.0 745.0 757.5 745.0 745.0 757.5 K/K' 0.10 0.00 0.05 0.05 0.30 0.11 0.03 0.18 0.26 0.04 x (mm) 82.78 84.17 82.78 84.17 90.28 82.78 84.17 82.78 82.78 84.17 As (mm2) 552.3 13.4 253.6 274.0 1599.7 606.0 147.5 946.2 1398.7 204.4 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 7.90 86.16 78.72 223.64 214.75 43.69 176.52 173.81 h' (mm) 757.5 745.0 745.0 745.0 745.0 745.0 745.0 745.0 K/K' 0.01 0.06 0.05 0.15 0.14 0.03 0.12 0.11 x (mm) 84.17 82.78 82.78 82.78 82.78 82.78 82.78 82.78 As (mm2) 27.4 304.3 278.1 790.0 758.6 154.3 623.5 614.0 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 87 63 65 205 115 138 189 81 Vd @d(kN) 70 46 35 171 81 104 155 47 v (N/mm2) 0.23 0.17 0.18 0.55 0.31 0.37 0.51 0.22 vc 0.55 0.55 0.55 0.55 0.55 0.61 0.61 0.55 0.61 0.55 0.55 0.55 v-max 4.73 4.73 4.73 4.73 Vnom (kN) 735 735 735 735 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 6950.0 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK 10.74 < 58.05 OK 10.74 < 58.05 OK 10.74 < 58.05 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1963.5 1963.5 1472.6 1963.5 1963.5 1472.6 1963.5 1963.5 1472.6 1472.6Bottom Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6
Steel Bars ...Top Bar 3T25 3T25 3T25 3T25Sup.Top Bar 3T25 4T25 4T25 4T25 4T25 4T25 4T25 3T25
Sup.Top Bar
Bottom Bar 3T25 3T25 3T25 3T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-11
Project: NBC_verH1_BEAM_FEM
Axis: A1 Storey: 6 ... Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B41 L=8000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads UDL G=10.92 Q=0.23 kN/m
ShearForce(Env.) -59.022
92.305
Moment(Env.)
58.046
-91.976
180.314
Bending (Top Edge) ... M (kN.m) 58.05 16.59 180.31 h' (mm) 745.0 757.5 745.0 K/K' 0.04 0.01 0.12 x (mm) 82.78 84.17 82.78 As (mm2) 205.0 57.6 636.9 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 88.63 91.98 h' (mm) 745.0 745.0 K/K' 0.06 0.06 x (mm) 82.78 82.78 As (mm2) 313.1 324.9 As' (mm2) 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 59 92 Vd @d(kN) 42 75 v (N/mm2) 0.16 0.25 vc 0.55 0.55 0.55 v-max 4.73 Vnom (kN) 735 b-sup (mm) 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 1472.6 1472.6 1472.6
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 3T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-12
Project: NBC_verH1_BEAM_FEM
Axis: A2D Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B1 L=8000mm 6B2 L=8000mm 6B3 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- ---
Loads
G=59.95
17.6126.7225.9622.75
4.3
11.5122.1925.0622.92
8
9.72Q=10.05
6.17 9.35 9.55 6.42
4.3
2.54 7.63 9.45 7.4
8
1.65
UDL G=21.7 Q=0.23 kN/m
8.99
1
22.06
2
30.59
3
32.97
4
35.82
5
34.34
6
29.71
7
20.18
8
10.461.53
1
7.06
2
13.23
3
15.18
4
17.21
5
16.08
6
12.68
7
5.75
8
2.47
UDL G=10.92 Q=0.23 kN/m
11.3122.3225.2321.09
3.7
11.9
4.77
24.02
5.85
26.03
6.93
20.66
8
50.11
2.67 7.05 9.68 6.77
3.7
2.7
4.77
7.6
5.85
9.17
6.93
7.29
8
8.96
UDL G=21.7 Q=0.23 kN/m
ShearForce(Env.)
-398.788
531.313
-288.599
284.051
-529.289
399.77
Moment(Env.)
4.466
-925.989
607.874 608.687
-210.782184.528
586.068 585.479
-936.698
4.336
Bending (Top Edge) ... M (kN.m) 4.47 607.87 608.69 263.66 586.07 585.48 4.34 h' (mm) 745.0 745.0 745.0 757.5 745.0 745.0 745.0 K/K' 0.00 0.40 0.40 0.17 0.39 0.39 0.00 x (mm) 82.78 124.48 124.67 84.17 119.64 119.51 82.78 As (mm2) 15.8 2205.7 2208.9 916.0 2119.9 2117.6 15.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 471.02 925.99 162.57 210.78 175.77 936.70 474.00 h' (mm) 757.5 732.5 745.0 745.0 745.0 732.5 757.5 K/K' 0.30 0.63 0.11 0.14 0.12 0.64 0.30 x (mm) 92.85 203.91 82.78 82.78 82.78 206.66 93.48 As (mm2) 1645.3 3613.0 574.2 744.6 620.9 3661.8 1656.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 399 531 289 284 529 400 Vd @d(kN) 299 463 237 234 459 300 v (N/mm2) 1.07 1.43 0.77 0.76 1.42 1.07 vc 0.65 0.83 0.65 0.65 0.61 0.65 0.65 0.83 0.65 v-max 4.73 4.73 4.73 Vnom (kN) 824 755 824 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.92 < 30.77 OK 10.74 < 59.77 OK 10.92 < 30.47 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 2454.4 2454.4 1963.5 2454.4 2454.4 1472.6 1472.6Bottom Edge 2454.4 4908.7 2454.4 1963.5 1963.5 1963.5 2454.4 4908.7 2454.4
Steel Bars ...Top Bar 3T25 4T25 3T25Sup.Top Bar 3T25 5T25 5T25 5T25 5T25 3T25
Sup.Top Bar
Bottom Bar 5T25 4T25 5T25Bottom Bar 5T25 5T25Sup.Bot Bar
Side Bars 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-13
Project: NBC_verH1_BEAM_FEM
Axis: A2D Storey: 6 (/ 2) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B4 L=8000mm 6B5 L=8000mm 6B6 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- ---
Loads
G=62.03
17.6425.4727.7128.4323.7526.8
5.8
11.3418.1318.6418.7517.58
8
15.23Q=10.61
5.879.279.8910.127.558.06
5.8
2.424.367.135.014.98
8
2.91
UDL G=10.66 Q=0.23 kN/m
11.857.8222.3748.25
20.7427.8630.9932.57
4
33.1533.4930.3132.6339.631.324.623.36
8
1.622.26
-3.28
6.7725.56
7.511.6213.7214.86
4
15.3215.613.2814.5215.48.12.41.5
80.61
UDL G=10.92 Q=0.23 kN/m
2.083433.9319.5317.7811.223.8327.528.0727.9522.1619.53
8
62.19
0.788.19.437.834.262.286.629.749.9510.047.386.96
8
10.7
UDL G=10.66 Q=0.23 kN/m
ShearForce(Env.) -309.129
558.463
-292.074
269.679
-577.187
310.397
Moment(Env.)
5.476
-665.528
562.787 562.382
-219.972
143.587
563.133 563.498
-671.465
6.539
Bending (Top Edge) ... M (kN.m) 5.48 562.79 562.38 215.93 563.13 563.50 6.54 h' (mm) 745.0 745.0 745.0 757.5 745.0 745.0 745.0 K/K' 0.00 0.37 0.37 0.14 0.37 0.37 0.00 x (mm) 82.78 114.50 114.42 84.17 114.58 114.66 82.78 As (mm2) 19.3 2028.9 2027.3 750.2 2030.2 2031.6 23.1 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 355.20 665.53 269.16 219.97 276.68 671.46 353.86 h' (mm) 757.5 732.5 745.0 745.0 745.0 732.5 757.5 K/K' 0.23 0.45 0.18 0.15 0.18 0.46 0.23 x (mm) 84.17 140.28 82.78 82.78 82.78 141.67 84.17 As (mm2) 1234.0 2485.6 950.8 777.0 977.3 2510.1 1229.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 309 558 292 270 577 310 Vd @d(kN) 225 506 239 236 509 225 v (N/mm2) 0.83 1.50 0.78 0.72 1.55 0.83 vc 0.61 0.70 0.65 0.65 0.61 0.65 0.65 0.70 0.61 v-max 4.73 4.73 4.73 Vnom (kN) 776 755 776 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.92 < 32.79 OK 10.74 < 59.77 OK 10.92 < 32.51 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 2454.4 2454.4 1963.5 2454.4 2454.4 1472.6 1472.6Bottom Edge 1963.5 2945.2 1963.5 1963.5 1963.5 1963.5 1963.5 2945.2 1963.5
Steel Bars ...Top Bar 3T25 4T25 3T25Sup.Top Bar 3T25 5T25 5T25 5T25 5T25 3T25
Sup.Top Bar
Bottom Bar 4T25 4T25 4T25Bottom Bar 2T25 2T25Sup.Bot Bar
Side Bars 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-14
Project: NBC_verH1_BEAM_FEM
Axis: A2E Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B47 L=2800mmBwxH (mm) 300 x 800Flange BfxHf ---
Loads
G=5.03
0.93
14.41
1.87
15.89
2.8
10.99
Q=3.53
0.93
9.12
1.87
10.21
2.8
2.42
UDL G=49.77 Q=15 kN/m
ShearForce(Env.)
-169.96
175.871
Moment(Env.)
-125.336-125.336
1.157
Bending (Top Edge) ... M (kN.m) 1.16 h' (mm) 745.0 K/K' 0.00 x (mm) 82.78 As (mm2) 4.1 As' (mm2) 0.0 As-min 312.0 312.0 312.0
Bending (Lower Edge) ... M (kN.m) 84.30 125.34 73.52 h' (mm) 757.5 745.0 757.5 K/K' 0.09 0.14 0.08 x (mm) 84.17 82.78 84.17 As (mm2) 292.9 442.7 255.4 As' (mm2) 0.0 0.0 0.0 As-min 312.0 312.0 312.0
Shear Design ... Vd (kN) 170 176 Vd @d(kN) 52 66 v (N/mm2) 0.76 0.79 vc 0.57 0.57 0.57 v-max 4.73 Vnom (kN) 392 b-sup (mm) 350.0 2050.0 Links D10-150 D10-150 D10-150
Deflection Check ... L/d 3.76 < 45.11 OK
Provided Steel Areas (mm2)Top Edge 981.7 981.7 981.7Bottom Edge 981.7 981.7 981.7
Steel Bars ...Top Bar 2T25Sup.Top Bar 2T25 2T25
Sup.Top Bar
Bottom Bar 2T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-15
Project: NBC_verH1_BEAM_FEM
Axis: A2F Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B54 L=2800mmBwxH (mm) 300 x 800Flange BfxHf ---
Loads
G=6.6
0.93
13.92
1.87
18.14
2.8
12.68
Q=4.6
0.93
8.93
1.87
11.65
2.8
2.88
UDL G=49.77 Q=15 kN/m
ShearForce(Env.)
-172.873
180.387
Moment(Env.)
-127.665
1.125
Bending (Top Edge) ... M (kN.m) 1.13 h' (mm) 745.0 K/K' 0.00 x (mm) 82.78 As (mm2) 4.0 As' (mm2) 0.0 As-min 312.0 312.0 312.0
Bending (Lower Edge) ... M (kN.m) 85.41 127.66 75.39 h' (mm) 757.5 745.0 757.5 K/K' 0.09 0.14 0.08 x (mm) 84.17 82.78 84.17 As (mm2) 296.7 451.0 261.9 As' (mm2) 0.0 0.0 0.0 As-min 312.0 312.0 312.0
Shear Design ... Vd (kN) 173 180 Vd @d(kN) 54 67 v (N/mm2) 0.77 0.81 vc 0.57 0.57 0.57 v-max 4.73 Vnom (kN) 392 b-sup (mm) 350.0 2050.0 Links D10-150 D10-150 D10-150
Deflection Check ... L/d 3.76 < 45.11 OK
Provided Steel Areas (mm2)Top Edge 981.7 981.7 981.7Bottom Edge 981.7 981.7 981.7
Steel Bars ...Top Bar 2T25Sup.Top Bar 2T25 2T25
Sup.Top Bar
Bottom Bar 2T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-16
Project: NBC_verH1_BEAM_FEM
Axis: A2G Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B73 L=2800mmBwxH (mm) 300 x 800Flange BfxHf ---
Loads
G=5.91
0.7
11.19
1.4
17.36
2.1
10.96
2.8
9.61
Q=4.11
0.7
7.19
1.4
10.99
2.1
7.04
2.8
2.05
UDL G=63.36 Q=14 kN/m
ShearForce(Env.)
-192.764
196.558
Moment(Env.)
-141.27
1.753
Bending (Top Edge) ... M (kN.m) 1.75 h' (mm) 745.0 K/K' 0.00 x (mm) 82.78 As (mm2) 6.2 As' (mm2) 0.0 As-min 312.0 312.0 312.0
Bending (Lower Edge) ... M (kN.m) 95.66 141.27 81.73 h' (mm) 757.5 745.0 757.5 K/K' 0.10 0.16 0.09 x (mm) 84.17 82.78 84.17 As (mm2) 332.3 499.0 283.9 As' (mm2) 0.0 0.0 0.0 As-min 312.0 312.0 312.0
Shear Design ... Vd (kN) 193 197 Vd @d(kN) 59 76 v (N/mm2) 0.86 0.88 vc 0.57 0.57 0.57 v-max 4.73 Vnom (kN) 392 b-sup (mm) 350.0 2050.0 Links D10-150 D10-150 D10-150
Deflection Check ... L/d 3.76 < 45.11 OK
Provided Steel Areas (mm2)Top Edge 981.7 981.7 981.7Bottom Edge 981.7 981.7 981.7
Steel Bars ...Top Bar 2T25Sup.Top Bar 2T25 2T25
Sup.Top Bar
Bottom Bar 2T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-17
Project: NBC_verH1_BEAM_FEM
Axis: A2H Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B80 L=2800mmBwxH (mm) 300 x 800Flange BfxHf ---
Loads
G=5.82
0.7
11.21
1.4
18.02
2.1
11.33
2.8
9.49
Q=4.04
0.7
7.22
1.4
11.47
2.1
7.29
2.8
1.93
UDL G=63.36 Q=14 kN/m
ShearForce(Env.)
-193.511
197.472
Moment(Env.)
-142.146-142.145
1.834
Bending (Top Edge) ... M (kN.m) 1.83 h' (mm) 745.0 K/K' 0.00 x (mm) 82.78 As (mm2) 6.5 As' (mm2) 0.0 As-min 312.0 312.0 312.0
Bending (Lower Edge) ... M (kN.m) 96.04 142.15 82.09 h' (mm) 757.5 745.0 757.5 K/K' 0.10 0.16 0.09 x (mm) 84.17 82.78 84.17 As (mm2) 333.7 502.1 285.2 As' (mm2) 0.0 0.0 0.0 As-min 312.0 312.0 312.0
Shear Design ... Vd (kN) 194 197 Vd @d(kN) 59 77 v (N/mm2) 0.87 0.88 vc 0.57 0.57 0.57 v-max 4.73 Vnom (kN) 392 b-sup (mm) 350.0 2050.0 Links D10-150 D10-150 D10-150
Deflection Check ... L/d 3.76 < 45.11 OK
Provided Steel Areas (mm2)Top Edge 981.7 981.7 981.7Bottom Edge 981.7 981.7 981.7
Steel Bars ...Top Bar 2T25Sup.Top Bar 2T25 2T25
Sup.Top Bar
Bottom Bar 2T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-18
Project: NBC_verH1_BEAM_FEM
Axis: A2I Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B7 L=8000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads
G=24.3127.0834.0435.7134.6129.35
4.3
22.2929.433.1833.1717.3316.86
8.06
8
6.69
UDL G=7.02 Q=0 kN/m
ShearForce(Env.)
-407.911
388.559
Moment(Env.)
-1.139E+03Bending (Top Edge) ... M (kN.m) 0.00 h' (mm) 745.0 K/K' 0.00 x (mm) 82.78 As (mm2) 0.0 As' (mm2) 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 477.70 1139.01 509.92 h' (mm) 757.5 732.5 757.5 K/K' 0.30 0.78 0.33 x (mm) 94.26 261.36 101.04 As (mm2) 1670.1 4630.9 1790.4 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 408 389 Vd @d(kN) 359 357 v (N/mm2) 1.10 1.04 vc 0.65 0.83 0.65 v-max 4.73 Vnom (kN) 824 b-sup (mm) 250.0 7350.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.92 < 19.75 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 2454.4 4908.7 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25Bottom Bar 5T25Sup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-19
Project: NBC_verH1_BEAM_FEM
Axis: A2I Storey: 6 (/ 2) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B8 L=8000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads
G=6.3211.117.3515.8531.6929.08
3.7
22.3830.3335.5534.5927.8
8
26.82
UDL G=7.02 Q=0 kN/m
ShearForce(Env.)
-388.467
409.67
Moment(Env.)
-1.140E+03Bending (Top Edge) ... M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 508.05 1139.93 477.78 h' (mm) 757.5 732.5 757.5 K/K' 0.32 0.78 0.31 x (mm) 100.65 261.62 94.27 As (mm2) 1783.4 4635.6 1670.4 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 388 410 Vd @d(kN) 356 358 v (N/mm2) 1.04 1.10 vc 0.65 0.83 0.65 v-max 4.73 Vnom (kN) 824 b-sup (mm) 350.0 7250.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.92 < 19.74 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 2454.4 4908.7 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25Bottom Bar 5T25Sup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-20
Project: NBC_verH1_BEAM_FEM
Axis: A2I Storey: 6 (/ 3) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B9 L=8000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads
G=28.830.2732.837.0136.736.5630.86
5.8
21.165.3212.199.96
8
8.61
UDL G=7.02 Q=0 kN/m
ShearForce(Env.)
-378.982
486.664
Moment(Env.)
-1.001E+03-985.801-985.979
Bending (Top Edge) ... M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 434.99 1000.82 642.72 h' (mm) 757.5 732.5 757.5 K/K' 0.28 0.68 0.41 x (mm) 85.35 223.45 129.71 As (mm2) 1512.3 3959.3 2298.3 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 379 487 Vd @d(kN) 325 453 v (N/mm2) 1.02 1.31 vc 0.65 0.83 0.65 v-max 4.73 Vnom (kN) 824 b-sup (mm) 250.0 7350.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.92 < 22.17 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 2454.4 4908.7 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25Bottom Bar 5T25Sup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-21
Project: NBC_verH1_BEAM_FEM
Axis: A2I Storey: 6 (/ 4) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B10 L=8000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads
G=8.7510.1912.48
2.2
5.2321.07
33.1932.7236.9736.7236.0828.37
8
28.69
UDL G=7.02 Q=0 kN/m
ShearForce(Env.)
-488.544
379.177
Moment(Env.)
-1.003E+03Bending (Top Edge) ... M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 644.84 1002.78 436.90 h' (mm) 757.5 732.5 757.5 K/K' 0.41 0.68 0.28 x (mm) 130.18 223.97 85.75 As (mm2) 2306.6 3968.5 1519.3 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 489 379 Vd @d(kN) 454 326 v (N/mm2) 1.31 1.02 vc 0.65 0.83 0.65 v-max 4.73 Vnom (kN) 824 b-sup (mm) 350.0 7250.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.92 < 22.13 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 2454.4 4908.7 2454.4
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25Bottom Bar 5T25Sup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-22
Project: NBC_verH1_BEAM_FEM
Axis: A2Y Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B71 L=1850mm 6B72 L=2600mmBwxH (mm) 250 x 800 250 x 800Flange BfxHf --- ---
Loads UDL G=17.61 Q=-4.5 kN/m UDL G=17.61 Q=-4.5 kN/m
ShearForce(Env.) -10.625
25.92
-28.903
18.784
Moment(Env.)
0.25
-2.955
16.845 16.419
-9.011
1.531
Bending (Top Edge) ... M (kN.m) 0.25 5.65 16.85 16.42 0.35 1.53 h' (mm) 745.0 757.5 745.0 745.0 757.5 745.0 K/K' 0.00 0.01 0.02 0.02 0.00 0.00 x (mm) 82.78 84.17 82.78 82.78 84.17 82.78 As (mm2) 0.9 19.6 59.5 58.0 1.2 5.4 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 As-min 260.0 260.0 260.0 260.0 260.0 260.0
Bending (Lower Edge) ... M (kN.m) 2.73 2.96 0.06 9.01 5.87 h' (mm) 757.5 745.0 745.0 745.0 757.5 K/K' 0.00 0.00 0.00 0.01 0.01 x (mm) 84.17 82.78 82.78 82.78 84.17 As (mm2) 9.5 10.4 0.2 31.8 20.4 As' (mm2) 0.0 0.0 0.0 0.0 0.0 As-min 260.0 260.0 260.0 260.0 260.0 260.0
Shear Design ... Vd (kN) 11 26 29 19 Vd @d(kN) 11 11 14 7 v (N/mm2) 0.06 0.14 0.16 0.10 vc 0.61 0.61 0.61 0.61 0.61 0.61 v-max 4.73 4.73 Vnom (kN) 378 378 b-sup (mm) 125.0 1475.0 125.0 2225.0 Links D10-150 D10-150 D10-150 D10-150 D10-150 D10-150
Deflection Check ... L/d 2.48 < 59.77 OK 3.49 < 59.77 OK
Provided Steel Areas (mm2)Top Edge 981.7 981.7 981.7 981.7 981.7 981.7Bottom Edge 981.7 981.7 981.7 981.7 981.7 981.7
Steel Bars ...Top Bar 2T25 2T25Sup.Top Bar 2T25 2T25 2T25 2T25
Sup.Top Bar
Bottom Bar 2T25 2T25Bottom BarSup.Bot Bar
Side Bars 2T12 2T12
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-23
Project: NBC_verH1_BEAM_FEM
Axis: B Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B27 L=8000mm 6B28 L=8000mm 6B29 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m
ShearForce(Env.)
-58.97
67.698
-51.058
77.767
-84.573
49.97
Moment(Env.)
0.028
-111.206
41.032 41.146
-62.173
157.154 157.251
-72.13
32.467
Bending (Top Edge) ... M (kN.m) 0.03 41.03 41.15 52.24 157.15 157.25 27.35 32.47 h' (mm) 745.0 745.0 745.0 757.5 745.0 745.0 754.0 734.8 K/K' 0.00 0.03 0.03 0.03 0.10 0.10 0.02 0.02 x (mm) 82.78 82.78 82.78 84.17 82.78 82.78 83.78 81.64 As (mm2) 0.1 144.9 145.3 181.5 555.1 555.5 95.4 116.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 68.89 111.21 50.56 42.62 62.17 72.13 62.19 h' (mm) 757.5 745.0 745.0 745.0 745.0 745.0 745.0 K/K' 0.04 0.07 0.03 0.03 0.04 0.05 0.04 x (mm) 84.17 82.78 82.78 82.78 82.78 82.78 82.78 As (mm2) 239.3 392.8 178.6 150.5 219.6 254.8 219.7 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 59 68 51 78 85 50 Vd @d(kN) 42 51 34 61 67 33 v (N/mm2) 0.16 0.18 0.14 0.21 0.23 0.14 vc 0.55 0.55 0.55 0.55 0.55 0.41 0.55 0.55 0.55 v-max 4.73 4.73 4.73 Vnom (kN) 735 735 735 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK 10.74 < 58.05 OK 10.74 < 61.23 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 2412.7 1472.6Bottom Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6
Steel Bars ...Top Bar 3T25 3T25 3T32Sup.Top Bar 3T25 3T25 3T25 3T25 3T25 3T25
Sup.Top Bar
Bottom Bar 3T25 3T25 3T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-24
Project: NBC_verH1_BEAM_FEM
Axis: B Storey: 6 (/ 2) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B30 L=8000mm 6B31 L=8000mm 6B32 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m UDL G=10.92 Q=0.23 kN/m
ShearForce(Env.) -47.649
86.276
-77.71
50.177
-69.482
59.165
Moment(Env.)
3.11
-78.07
159.144 159.074
-40.324
53.254 55.23
-111.82
0.043
Bending (Top Edge) ... M (kN.m) 3.11 26.99 159.14 159.07 30.32 53.25 55.23 0.04 h' (mm) 734.8 757.5 745.0 745.0 757.5 745.0 745.0 745.0 K/K' 0.00 0.02 0.11 0.10 0.02 0.04 0.04 0.00 x (mm) 81.64 84.17 82.78 82.78 84.17 82.78 82.78 82.78 As (mm2) 11.1 93.8 562.1 561.9 105.3 188.1 195.1 0.2 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 70.25 78.07 0.42 40.32 21.46 53.09 111.82 70.25 h' (mm) 745.0 745.0 745.0 745.0 745.0 745.0 745.0 757.5 K/K' 0.05 0.05 0.00 0.03 0.01 0.04 0.07 0.04 x (mm) 82.78 82.78 82.78 82.78 82.78 82.78 82.78 84.17 As (mm2) 248.1 275.8 1.5 142.4 75.8 187.5 395.0 244.1 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 1 1 48 86 78 50 Vd @d(kN) 31 68 60 32 52 41 v (N/mm2) 0.00 0.00 0.13 0.23 0.21 0.13 vc 0.55 0.55 0.41 0.55 0.55 0.41 0.55 0.55 0.55 v-max 4.73 4.73 4.73 Vnom (kN) 735 735 735 b-sup (mm) 400.0 6850.0 400.0 6800.0 400.0 6800.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK 10.74 < 58.05 OK 10.74 < 58.05 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6Bottom Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6
Steel Bars ...Top Bar 3T25 3T25 3T25Sup.Top Bar 3T25 3T25 3T25 3T25 3T25 3T25
Sup.Top Bar
Bottom Bar 3T25 3T25 3T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-25
Project: NBC_verH1_BEAM_FEM
Axis: B3 Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B33 L=2100mm 6B34 L=2650mmBwxH (mm) 250 x 800 250 x 800Flange BfxHf --- ---
Loads UDL G=5.48 Q=1.25 kN/m UDL G=5.48 Q=1.25 kN/m
ShearForce(Env.)
31.062
-40.473
Moment(Env.) -3.215
41.15652.135
-21.182
Bending (Top Edge) ... M (kN.m) 5.24 24.59 41.16 52.13 25.33 h' (mm) 745.0 757.5 745.0 745.0 757.5 K/K' 0.01 0.03 0.05 0.07 0.03 x (mm) 82.78 84.17 82.78 82.78 84.17 As (mm2) 18.5 85.4 145.4 184.2 88.0 As' (mm2) 0.0 0.0 0.0 0.0 0.0 As-min 260.0 260.0 260.0 260.0 260.0 260.0
Bending (Lower Edge) ... M (kN.m) 3.22 7.87 21.18 h' (mm) 757.5 745.0 757.5 K/K' 0.00 0.01 0.03 x (mm) 84.17 82.78 84.17 As (mm2) 11.2 27.8 73.6 As' (mm2) 0.0 0.0 0.0 As-min 260.0 260.0 260.0 260.0 260.0 260.0
Shear Design ... Vd (kN) 17 31 40 23 Vd @d(kN) 17 23 32 23 v (N/mm2) 0.09 0.17 0.22 0.12 vc 0.61 0.61 0.61 0.45 0.61 0.61 v-max 4.73 4.73 Vnom (kN) 378 378 b-sup (mm) 125.0 1725.0 125.0 2275.0 Links D10-150 D10-150 D10-150 D10-150 D10-150 D10-150
Deflection Check ... L/d --- 3.56 < 59.77 OK
Provided Steel Areas (mm2)Top Edge 981.7 981.7 981.7 981.7 981.7 981.7Bottom Edge 981.7 981.7 981.7 981.7 981.7 981.7
Steel Bars ...Top Bar 2T25 2T25Sup.Top Bar 2T25 2T25 2T25 2T25
Sup.Top Bar
Bottom Bar 2T25 2T25Bottom BarSup.Bot Bar
Side Bars 2T12 2T12
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-26
Project: NBC_verH1_BEAM_FEM
Axis: D Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B17 L=8000mm 6B18 L=8000mm 6B19 L=8000mm 6B20 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- --- ---
Loads UDL G=10.92 Q=0.23 kN/m UDL G=21.96 Q=0.23 kN/m UDL G=21.96 Q=0.23 kN/m UDL G=21.96 Q=0.23 kN/m
ShearForce(Env.) -74.549
56.932
-118.028
137.278
-127.636
125.198
-131.683
121.001
Moment(Env.)
126.929
-58.177
80.145124.40
-112.839
200.059 181.612
-95.105
174.139 180.204
-107.642
130.316
Bending (Top Edge) ... M (kN.m) 126.93 4.21 80.14 124.40 17.79 200.06 181.61 3.59 174.14 180.20 0.24 130.32 h' (mm) 734.8 757.5 745.0 745.0 757.5 745.0 745.0 757.5 745.0 745.0 757.5 745.0 K/K' 0.09 0.00 0.05 0.08 0.01 0.13 0.12 0.00 0.11 0.12 0.00 0.09 x (mm) 81.64 84.17 82.78 82.78 84.17 82.78 82.78 84.17 82.78 82.78 84.17 82.78 As (mm2) 454.6 14.6 283.1 439.4 61.8 706.7 641.5 12.5 615.1 636.5 0.8 460.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 58.18 25.63 31.89 112.84 95.10 2.41 107.64 15.34 h' (mm) 745.0 745.0 745.0 745.0 745.0 745.0 745.0 745.0 K/K' 0.04 0.02 0.02 0.07 0.06 0.00 0.07 0.01 x (mm) 82.78 82.78 82.78 82.78 82.78 82.78 82.78 82.78 As (mm2) 205.5 90.5 112.6 398.6 335.9 8.5 380.2 54.2 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 2 2 3 3 5 5 75 57 Vd @d(kN) 57 40 84 103 94 91 98 87 v (N/mm2) 0.01 0.01 0.01 0.01 0.01 0.01 0.20 0.15 vc 0.55 0.55 0.55 0.55 0.55 0.48 0.55 0.55 0.55 0.55 0.55 0.55 v-max 4.73 4.73 4.73 4.73 Vnom (kN) 735 735 735 735 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 6950.0 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK 10.74 < 58.05 OK 10.74 < 58.05 OK 10.74 < 58.05 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6Bottom Edge 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6 1472.6
Steel Bars ...Top Bar 3T25 3T25 3T25 3T25Sup.Top Bar 3T25 3T25 3T25 3T25 3T25 3T25 3T25 3T25
Sup.Top Bar
Bottom Bar 3T25 3T25 3T25 3T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-27
Project: NBC_verH1_BEAM_FEM
Axis: D Storey: 6 ... Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B21 L=8000mmBwxH (mm) 500 x 800Flange BfxHf ---
Loads UDL G=10.92 Q=0.23 kN/m
ShearForce(Env.) -63.863
67.755
Moment(Env.)
120.349
-51.476
102.783
Bending (Top Edge) ... M (kN.m) 120.35 24.36 102.78 h' (mm) 745.0 757.5 734.8 K/K' 0.08 0.02 0.07 x (mm) 82.78 84.17 81.64 As (mm2) 425.1 83.0 368.1 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 5.49 51.48 14.25 h' (mm) 745.0 745.0 745.0 K/K' 0.00 0.03 0.01 x (mm) 82.78 82.78 82.78 As (mm2) 19.6 181.8 48.2 As' (mm2) 0.0 0.0 0.0 As-min 520.0 520.0 520.0
Shear Design ... Vd (kN) 118 137 Vd @d(kN) 47 50 v (N/mm2) 0.32 0.37 vc 0.55 0.55 0.55 v-max 4.73 Vnom (kN) 735 b-sup (mm) 400.0 6850.0
Links 2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 58.05 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6Bottom Edge 1472.6 1472.6 1472.6
Steel Bars ...Top Bar 3T25Sup.Top Bar 3T25 3T25
Sup.Top Bar
Bottom Bar 3T25Bottom BarSup.Bot Bar
Side Bars 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-28
Project: NBC_verH1_BEAM_FEM
Axis: F Storey: 6 Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B11 L=8000mm 6B107 L=8000mm 6B12 L=8000mmBwxH (mm) 500 x 800 2700 x 180 500 x 800Flange BfxHf --- --- ---
Loads
G=16.63
-28.84
13.8857.6316.4629.18
4
33.0829.0414.9 29.818.89
8
364.32
Q=3.27
-20.54
9.8941.0511.7220.79
4
23.5620.6810.6121.2313.468
259.49
UDL G=7.44 Q=0 kN/m UDL G=0 Q=0 kN/m
370.65
31.5613.2214.2228.79
4
33.3927.4318.1352.8310.24
-18.158
15.16264
22.489.4110.1320.51
4
23.7819.5412.9137.637.3-12.938
2.97
UDL G=7.44 Q=0 kN/m
ShearForce(Env.) -280.734
581.851
-0.4020.019
-0.4020.019
-576.776
268.04
Moment(Env.)
0.562
-649.859
28.467 26.54 25.754
-627.672-627.672
0.681
Bending (Top Edge) ... M (kN.m) 0.56 28.47 26.54 25.67 24.24 25.75 0.68 h' (mm) 745.0 733.8 113.8 140.0 113.8 733.8 745.0 K/K' 0.00 0.02 0.14 0.09 0.13 0.02 0.00 x (mm) 82.78 81.53 12.64 15.56 12.64 81.53 82.78 As (mm2) 2.0 102.1 614.0 482.5 560.9 92.4 2.4 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 631.8 631.8 631.8 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 381.70 649.86 387.30 364.65 627.67 369.17 h' (mm) 757.5 732.5 745.0 745.0 732.5 757.5 K/K' 0.24 0.44 0.26 0.24 0.43 0.24 x (mm) 84.17 136.65 82.78 82.78 131.53 84.17 As (mm2) 1326.0 2421.2 1368.1 1288.1 2330.5 1282.5 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 631.8 631.8 631.8 520.0 520.0 520.0
Shear Design ... Vd (kN) 281 582 0 0 577 264 Vd @d(kN) 249 217 0 0 198 239 v (N/mm2) 0.75 1.59 0.00 0.00 1.57 0.71 vc 0.65 0.74 0.66 0.81 1.07 0.81 0.66 0.73 0.65 v-max 4.73 4.73 4.73 Vnom (kN) 790 628 814 b-sup (mm) 350.0 6950.0 350.0 6950.0 350.0 6950.0
Links 2D10-150
2D10-150
2D10-150 3D10-75 3D10-75 3D10-75 2D10-
1502D10-
1502D10-
150Deflection Check ... L/d 10.92 < 36.0 OK --- 10.56 < 38.59 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1472.6 1472.6 4084.1 1472.6 1472.6 1472.6 1472.6Bottom Edge 2454.4 3436.1 2454.4 5340.7 5340.7 5340.7 2454.4 3436.1 2454.4
Steel Bars ...Top Bar 3T25 13T20 3T25Sup.Top Bar 3T25 3T25 3T25 3T25 3T25 3T25
Sup.Top Bar
Bottom Bar 5T25 17T20 5T25Bottom Bar 2T25 2T25Sup.Bot Bar
Side Bars 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-29
Project: NBC_verH1_BEAM_FEM
Axis: F Storey: 6 (/ 2) Material: C35 / Grade 460 (Type 2) (Links: Grade 390 (Type 1))
6B13 L=8000mm 6B14 L=8000mm 6B15 L=8000mmBwxH (mm) 500 x 800 500 x 800 500 x 800Flange BfxHf --- --- ---
Loads
G=15.25
-24.39
16.3654.39
17.8527.62
4
32.9228.3716.8244.03
-17.998-5
Q=2.98
-17.37
11.6538.74
12.7119.67
4
23.4520.2111.9831.36
-12.818-3.56
UDL G=7.44 Q=0 kN/m-5-30.15
61.51
2.41
27.1
3.47
38.65
4.53
38.91
5.59
23.38
6.65
63.61
-28.73
8-5.87
-3.56-21.47
43.81
2.41
19.3
3.47
27.53
4.53
27.72
5.59
16.65
6.65
45.3
-20.468-4.18
UDL G=7.44 Q=0 kN/m-5.87-17.61
43.7316.7628.78
4
32.8127.1618.3753.11
11.56
-17.988
15.66
-4.18-12.55
31.1411.9420.5
4
23.3719.3413.0937.83
8.24
-12.88
3.05
UDL G=7.44 Q=0 kN/m
ShearForce(Env.)
-232.615
312.279
-312.864
333.848
-321.595
217.111
Moment(Env.)
0.936
-472.686
488.83 480.925
22.394
-385.628
563.732 566.991
-435.083
0.086
Bending (Top Edge) ... M (kN.m) 0.94 40.31 488.83 480.92 113.53 563.73 566.99 101.91 0.09 h' (mm) 745.0 757.5 745.0 745.0 757.5 745.0 745.0 757.5 745.0 K/K' 0.00 0.03 0.32 0.32 0.07 0.37 0.37 0.07 0.00 x (mm) 82.78 84.17 98.43 96.73 84.17 114.71 115.43 84.17 82.78 As (mm2) 3.3 140.0 1744.1 1714.0 394.4 2032.6 2045.3 354.0 0.3 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Bending (Lower Edge) ... M (kN.m) 311.33 472.69 91.20 93.75 385.63 34.37 21.92 435.08 300.41 h' (mm) 757.5 745.0 745.0 745.0 745.0 745.0 745.0 745.0 757.5 K/K' 0.20 0.31 0.06 0.06 0.25 0.02 0.01 0.29 0.19 x (mm) 84.17 94.97 82.78 82.78 82.78 82.78 82.78 86.97 84.17 As (mm2) 1081.6 1682.7 322.1 331.1 1362.2 121.4 77.4 1541.0 1043.6 As' (mm2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 As-min 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0 520.0
Shear Design ... Vd (kN) 233 298 313 308 322 214 Vd @d(kN) 199 287 282 301 297 182 v (N/mm2) 0.62 0.80 0.84 0.83 0.86 0.58 vc 0.61 0.61 0.61 0.61 0.61 0.65 0.65 0.61 0.61 v-max 4.73 4.73 4.73 Vnom (kN) 755 755 755 b-sup (mm) 400.0 6850.0 400.0 6800.0 400.0 6800.0
Links 2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
2D10-150
Deflection Check ... L/d 10.74 < 37.39 OK 10.74 < 45.29 OK 10.74 < 40.6 OK
Provided Steel Areas (mm2)Top Edge 1472.6 1472.6 1963.5 1963.5 1472.6 2454.4 2454.4 1472.6 1472.6Bottom Edge 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5 1963.5
Steel Bars ...Top Bar 3T25 3T25 3T25Sup.Top Bar 3T25 4T25 4T25 5T25 5T25 3T25
Sup.Top Bar
Bottom Bar 4T25 4T25 4T25Bottom BarSup.Bot Bar
Side Bars 2T16 2T16 2T16
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-30
Project: NBC_verH1_BEAM_FEM
BEAM REINFORCEMENT DESIGNLENG CONSULTANTS (08-03065)
Orion Building Design System 15.1 (01.2009) / Page: BD-31
Project: NBC_verH1_BEAM_FEM
