V. IS 875 (Pt 3) 2015 WL Generation on Rectangular Clad Bldg 1
Determine the lateral wind loads on a three-story clad building per the IS 875 (Part 3): 2015 code.
Details
- Building length along wind when wind blow +X or -X direction, Lx = 9 m
- Building length across wind when wind blow +X or -X direction, Lz = 12 m
- Building length along wind when wind blow +Z or -Z direction, Lz = 12 m
- Building length across wind when wind blow +Z or -Z direction, Lx = 9 m
- Building Height, h = 9 m
- Basic Wind Speed, Vb = 47 m/s (Location Agra as per ANNEX A of IS 875 3:2015)
- Terrain Category: Terrain Category 1 (Cl 6.3.2.1 as per IS 875 3:2015)
- Risk Coefficient Factors, k1 = 1.0 (All general buildings from Table 1 of IS 875 3:2015 )
- Topography Factor, k3 = 1.0 (Up wind slope (ϴ) below 3 degree from Cl 6.3.3.1 of IS 875 3:2015)
- Importance Factor for Cyclonic Region, k4 = 1.0 (All other Structures from Cl 6.3.4 of IS 875 3:2015)
- Wind Directionality Factor for Buildings, Kd = 0.9 (From Cl 7.2.1 of IS 875 3:2015)
- Area Averaging Factor, Ka = 0.9 (From Table 4 of IS 875 3:2015)
- Combination Factor, Kc = 0.9 (From Cl 7.3.3.13 of IS 875 3:2015)
Validation
Calculate the design wind speed and pressure:
There is no variation in either for the first 10 m in height, thus the values are constant for the height of the building.
- Terrain & height factor, k2 (from Table 2 of IS 875 (Part 3): 2015) = 1.05
The design wind speed:
| Vz = Vb × k1 × k2 × k3 × k4 = 47 (1.0) (1.05) (1.0) (1.0) = 49.35 | (Cl 6.3) |
Wind pressure at height, z = 10 m:
| Pz = 0.6 × Vz2 = 0.6 (49.35)2 = 1.461 kN/m2 | (Cl. 7.2) |
Design wind pressure:
| Pd = Kd × Ka × Kc × Pz = (0.9) (0.9) (0.9) (1.461) = 1.065 kN/m2 | (Cl 7.2) |
Check the minimum wind pressure: 0.7 × Pz = 1.023 < Pd, OK.
Internal pressure coefficient:
- Cpi = 0.2 (Positive internal Coefficient as the building opening not more than 5 % From Cl 7. 3.2.1 of IS 875 3:2015)
- Cpi = -0.2 (Negative internal Coefficient as the building opening not more than 5 % From Cl 7. 3.2.1 of IS 875 3:2015)
External Pressure Coefficient when wind Positive (+X) Direction (From Table 5 of IS 875 3:2015):
- External Pressure Coefficient wind along +X on face A, Cpe = 0.7
- External Pressure Coefficient wind along +X on face B, Cpe = -0.25
- External Pressure Coefficient wind along +X on face C, Cpe = -0.6
- External Pressure Coefficient wind along +X on face D, Cpe = -0.6
Calculate the equivalent joint loads:
equiv joint load = influence area × avg. intensity of wind pressure × net pressure coefficient
Face A (From +X Direction)
The positive wind load is acting towards face A as per clause 7.3.1 of IS 875 (Part 3) : 2015 and the equivalent joint loads are calculated as follows
- At joint 1 (joints 13 , 33 , 34 , 45 , 46 , 66 , 78 similar)
- For Positive Cpi , Equivalent joint load = 2.25 m2 × 1.065 kN/m2 × [0.7 – (+0.2)] = 1.198 kN
- For Negative Cpi , Equivalent joint load= 2.25 m2 × 1.065 kN/m2 × [0.7 – (-0.2)] = 2.157 kN
- At joint 5 (joints 9 , 17 , 29 , 37 , 38 , 41 , 42 , 50 , 62 , 70 , 74 similar)
- For Positive Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [0.7 – (+0.2)] = 2.397 kN
- For Negative Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [0.7 – (-0.2)] = 4.314 kN
- At joint 21 (joints 25 , 54 , 58 similar)
- For Positive Cpi , Equivalent joint load = 9 m2 × 1.065 kN/m2 × [0.7 – (+0.2)] = 4.79 kN
- For Negative Cpi , Equivalent joint load = 9 m2 × 1.065 kN/m2 × [0.7 – (-0.2)] = 8.62 kN
Face B (From +X Direction)
The negative wind load is acting away from face B as per clause 7.3.1 of IS 875 (Part 3) : 2015 and the equivalent joint loads are calculated as follows
- At joint 4 (joints 16 , 68 , 80 similar)
- For Positive Cpi , Equivalent joint load = 2.25 m2 × 1.065 kN/m2 × [(-0.25) – (+0.2)] = -1.079 kN
- For Negative Cpi , Equivalent joint load = 2.25 m2 × 1.065 kN/m2 × [(-0.25) – (-0.2)] = -0.12 kN
- At joint 8 (joints 12 , 20 , 32 , 36 , 48 , 52 , 64 , 72 , 76 similar)
- For Positive Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [(-0.25) – (+0.2)] = -2.157 kN
- For Negative Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [(-0.25) – (-0.2)] = -0.24 kN
- At joint 24 (joints 28 , 40 , 44 , 56 , 60 similar)
- For Positive Cpi , Equivalent joint load = 9 m2 × 1.065 kN/m2 × [(-0.25) – (+0.2)] = -4.314 kN
- For Negative Cpi , Equivalent joint load = 9 m2 × 1.065 kN/m2 × [(-0.25) – (-0.2)] = -0.479 kN
Face C (Wind From +X Direction)
The negative wind load is acting away from face C as per clause 7.3.1 of IS 875 (Part 3) : 2015 and the equivalent joint loads are calculated as follows
- At joint 1 (joints 4 , 13 , 16 similar)
- For Positive Cpi , Equivalent joint load = 2.25 m2 × 1.065 kN/m2 × [(-0.6) – (+0.2)] = -1.917 kN
- For Negative Cpi , Equivalent joint load = 2.25 m2 × 1.065 kN/m2 × [(-0.6) – (-0.2)] = -0.959 kN
- At joint 2 (joints 3 , 5 , 8 , 9 , 12 , 14 , 15 similar)
- For Positive Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [(-0.6) – (+0.2)] = -3.835 kN
- For Negative Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [(-0.6) – (-0.2)] = -1.917 kN
- At joint 6 (joints 7 , 10 , 11 similar)
- For Positive Cpi , Equivalent joint load = 9 m2 × 1.065 kN/m2 × [(-0.6) – (+0.2)] = -7.668 kN
- For Negative Cpi , Equivalent joint load = 9 m2 × 1.065 kN/m2 × [(-0.6) – (-0.2)] = -3.834 kN
Face D (From +X Direction)
The negative wind load is acting away from face D as per clause 7.3.1 of IS 875 (Part 3) : 2015 and the equivalent joint loads are calculated as follows
- At joint 33 (joints 34 , 45 , 46 , 66 , 68 , 78 , 80 similar)
- For Positive Cpi , Equivalent joint load = 2.25 m2 × 1.065 kN/m2 × [(-0.6) – (+0.2)] = -1.917 kN
- For Negative Cpi , Equivalent joint load = 2.25 m2 × 1.065 kN/m2 × [(-0.6) – (-0.2)] = -0.959 kN
- At joint 37 (joints 38 , 41 , 42 , 67 , 70 , 72 , 74 , 76 , 79 similar)
- For Positive Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [(-0.6) – (+0.2)] = -3.835 kN
- For Negative Cpi , Equivalent joint load = 4.5 m2 × 1.065 kN/m2 × [(-0.6) – (-0.2)] = -1.917 kN
Results
| Result Type | Reference | STAAD.Pro | Difference | Comments | |
|---|---|---|---|---|---|
| Face A | Joint 1 | 1.198 | 1.198 | none | |
| Joint 5 | 2.397 | 2.397 | none | ||
| Joint 21 | 4.790 | 4.790 | none | ||
| Face B | Joint 4 | -1.079 | -1.079 | none | |
| Joint 8 | -2.157 | -2.157 | none | ||
| Joint 24 | -4.134 | -4.134 | none | ||
| Face C | Joint 1 | -1.971 | -1.971 | none | |
| Joint 2 | -3.835 | -3.835 | none | ||
| Joint 6 | -7.668 | -7.668 | none | ||
| Face D | Joint 33 | -1.917 | -1.917 | none | |
| Joint 37 | -3.835 | -3.835 | none | ||
| Joint 71 | -7.668 | -7.668 | none | ||
| Result Type | Reference | STAAD.Pro | Difference | Comments | |
|---|---|---|---|---|---|
| Face A | Joint 1 | 2.157 | 2.157 | none | |
| Joint 5 | 4.314 | 4.314 | none | ||
| Joint 21 | 8.620 | 8.620 | none | ||
| Face B | Joint 4 | -0.120 | -0.120 | none | |
| Joint 8 | -0.240 | -0.240 | none | ||
| Joint 24 | -0.479 | -0.479 | none | ||
| Face C | Joint 1 | -0.959 | -0.959 | none | |
| Joint 2 | -1.917 | -1.917 | none | ||
| Joint 6 | -3.834 | -3.834 | none | ||
| Face D | Joint 33 | -0.959 | -0.959 | none | |
| Joint 37 | -1.917 | -1.917 | none | ||
| Joint 71 | -3.834 | -3.834 | none | ||
STAAD.Pro Input
The file C:\Users\Public\Public Documents\STAAD.Pro CONNECT Edition\Samples\ Verification Models\06 Loading\Wind Load\IS 875 (Pt 3) 2015 WL Generation on Rectangular Clad Bldg 1.STD is typically installed with the program.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 21-Oct-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3 0 0; 3 6 0 0; 4 9 0 0; 5 0 3 0; 6 3 3 0; 7 6 3 0; 8 9 3 0;
9 0 6 0; 10 3 6 0; 11 6 6 0; 12 9 6 0; 13 0 9 0; 14 3 9 0; 15 6 9 0; 16 9 9 0;
17 0 0 3; 18 3 0 3; 19 6 0 3; 20 9 0 3; 21 0 3 3; 22 3 3 3; 23 6 3 3; 24 9 3 3;
25 0 6 3; 26 3 6 3; 27 6 6 3; 28 9 6 3; 29 0 9 3; 30 3 9 3; 31 6 9 3; 32 9 9 3;
33 0 0 6; 34 3 0 6; 35 6 0 6; 36 9 0 6; 37 0 3 6; 38 3 3 6; 39 6 3 6; 40 9 3 6;
41 0 6 6; 42 3 6 6; 43 6 6 6; 44 9 6 6; 45 0 9 6; 46 3 9 6; 47 6 9 6; 48 9 9 6;
50 3 0 9; 51 6 0 9; 52 9 0 9; 54 3 3 9; 55 6 3 9; 56 9 3 9; 58 3 6 9; 59 6 6 9;
60 9 6 9; 62 3 9 9; 63 6 9 9; 64 9 9 9; 66 3 0 12; 67 6 0 12; 68 9 0 12;
70 3 3 12; 71 6 3 12; 72 9 3 12; 74 3 6 12; 75 6 6 12; 76 9 6 12; 78 3 9 12;
79 6 9 12; 80 9 9 12;
MEMBER INCIDENCES
1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 13 14; 8 14 15; 9 15 16;
10 1 5; 11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11; 17 8 12; 18 9 13;
19 10 14; 20 11 15; 21 12 16; 22 21 22; 23 22 23; 24 23 24; 25 25 26; 26 26 27;
27 27 28; 28 29 30; 29 30 31; 30 31 32; 31 17 21; 32 18 22; 33 19 23; 34 20 24;
35 21 25; 36 22 26; 37 23 27; 38 24 28; 39 25 29; 40 26 30; 41 27 31; 42 28 32;
43 37 38; 44 38 39; 45 39 40; 46 41 42; 47 42 43; 48 43 44; 49 45 46; 50 46 47;
51 47 48; 52 33 37; 53 34 38; 54 35 39; 55 36 40; 56 37 41; 57 38 42; 58 39 43;
59 40 44; 60 41 45; 61 42 46; 62 43 47; 63 44 48; 65 54 55; 66 55 56; 68 58 59;
69 59 60; 71 62 63; 72 63 64; 74 50 54; 75 51 55; 76 52 56; 78 54 58; 79 55 59;
80 56 60; 82 58 62; 83 59 63; 84 60 64; 86 70 71; 87 71 72; 89 74 75; 90 75 76;
92 78 79; 93 79 80; 95 66 70; 96 67 71; 97 68 72; 99 70 74; 100 71 75;
101 72 76; 103 74 78; 104 75 79; 105 76 80; 106 5 21; 107 6 22; 108 7 23;
109 8 24; 110 9 25; 111 10 26; 112 11 27; 113 12 28; 114 13 29; 115 14 30;
116 15 31; 117 16 32; 118 21 37; 119 22 38; 120 23 39; 121 24 40; 122 25 41;
123 26 42; 124 27 43; 125 28 44; 126 29 45; 127 30 46; 128 31 47; 129 32 48;
131 38 54; 132 39 55; 133 40 56; 135 42 58; 136 43 59; 137 44 60; 139 46 62;
140 47 63; 141 48 64; 143 54 70; 144 55 71; 145 56 72; 147 58 74; 148 59 75;
149 60 76; 151 62 78; 152 63 79; 153 64 80;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 63 65 66 68 69 71 72 74 TO 76 78 TO 80 82 TO 84 86 87 89 90 92 93 95 -
96 TO 97 99 TO 101 103 TO 129 131 TO 133 135 TO 137 139 TO 141 143 TO 145 -
147 TO 149 151 TO 153 PRIS YD 0.4 ZD 0.4
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 17 TO 20 33 TO 36 50 TO 52 66 TO 68 FIXED
DEFINE WIND LOAD
TYPE 1 IS875 RECT CLAD (+X)
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
IS875-2015:PARAMS 1 0 0 9.000 0.000 3.000 0 Agra 47.000 0 1.000 0 4 1.050 -
1.050 1.050 1.050 1.000 2 1.000 0.002 0 9.000 12.000 9.000 0 1 1 0.200 0 0 4 -
0 4 0.700 -0.250 -0.600 -0.600 NA NA 6 0.000 0.000 0.000 0.000 0.000 0.000 1 -
1 4 -0.250 0.700 -0.600 -0.600 NA NA 6 0.000 0.000 0.000 0.000 0.000 0.000 1 -
2 4 -0.600 -0.600 0.700 -0.250 NA NA 6 0.000 0.000 0.000 0.000 0.000 0.000 1 -
3 4 -0.600 -0.600 -0.250 0.700 NA NA 6 0.000 0.000 0.000 0.000 0.000 0.000 1 -
0.900 0.900 0.900 TYPES 4 1 2 3 4 LOADS 8 1 2 3 4 5 6 7 8
!> END GENERATED DATA BLOCK
INT 1.06525 1.06525 1.06525 1.06525 HEIG 0 3 6 9
TYPE 2 IS875 RECT CLAD (-X)
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
IS875-2015:PARAMS 1 1
!> END GENERATED DATA BLOCK
INT 1.06525 1.06525 1.06525 1.06525 HEIG 0 3 6 9
TYPE 3 IS875 RECT CLAD (+Z)
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
IS875-2015:PARAMS 1 1
!> END GENERATED DATA BLOCK
INT 1.06525 1.06525 1.06525 1.06525 HEIG 0 3 6 9
TYPE 4 IS875 RECT CLAD (-Z)
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
IS875-2015:PARAMS 1 1
!> END GENERATED DATA BLOCK
INT 1.06525 1.06525 1.06525 1.06525 HEIG 0 3 6 9
LOAD 1 LOADTYPE Wind TITLE Wind (+X) IS875 RECT CLAD [+Cpi]
WIND LOAD X 0.5 TYPE 1
WIND LOAD -X 0.45 TYPE 1
WIND LOAD -Z -0.8 TYPE 1
WIND LOAD -Z 0.8 TYPE 1
LOAD 2 LOADTYPE Wind TITLE Wind (+X) IS875 RECT CLAD [-Cpi]
WIND LOAD X 0.9 TYPE 1
WIND LOAD -X 0.05 TYPE 1
WIND LOAD -Z -0.4 TYPE 1
WIND LOAD -Z 0.4 TYPE 1
LOAD 3 LOADTYPE Wind TITLE Wind (-X) IS875 RECT CLAD [+Cpi]
WIND LOAD -X -0.45 TYPE 2
WIND LOAD X -0.5 TYPE 2
WIND LOAD -Z -0.8 TYPE 2
WIND LOAD -Z 0.8 TYPE 2
LOAD 4 LOADTYPE Wind TITLE Wind (-X) IS875 RECT CLAD [-Cpi]
WIND LOAD -X -0.05 TYPE 2
WIND LOAD X -0.9 TYPE 2
WIND LOAD -Z -0.4 TYPE 2
WIND LOAD -Z 0.4 TYPE 2
LOAD 5 LOADTYPE Wind TITLE Wind (+Z) IS875 RECT CLAD [+Cpi]
WIND LOAD -X -0.8 TYPE 3
WIND LOAD -X 0.8 TYPE 3
WIND LOAD Z 0.5 TYPE 3
WIND LOAD -Z 0.45 TYPE 3
LOAD 6 LOADTYPE Wind TITLE Wind (+Z) IS875 RECT CLAD [-Cpi]
WIND LOAD -X -0.4 TYPE 3
WIND LOAD -X 0.4 TYPE 3
WIND LOAD Z 0.9 TYPE 3
WIND LOAD -Z 0.05 TYPE 3
LOAD 7 LOADTYPE Wind TITLE Wind (-Z) IS875 RECT CLAD [+Cpi]
WIND LOAD -X -0.8 TYPE 4
WIND LOAD -X 0.8 TYPE 4
WIND LOAD -Z -0.45 TYPE 4
WIND LOAD Z -0.5 TYPE 4
LOAD 8 LOADTYPE Wind TITLE Wind (-Z) IS875 RECT CLAD [-Cpi]
WIND LOAD -X -0.4 TYPE 4
WIND LOAD -X 0.4 TYPE 4
WIND LOAD -Z -0.05 TYPE 4
WIND LOAD Z -0.9 TYPE 4
PERFORM ANALYSIS PRINT ALL
FINISH
STAAD.Pro Output
LOADING 1 LOADTYPE WIND TITLE WIND (+X) IS875 RECT CLAD [+CPI] ----------- JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 1 1.20 0.00 0.00 0.00 0.00 0.00 5 2.40 0.00 0.00 0.00 0.00 0.00 9 2.40 0.00 0.00 0.00 0.00 0.00 13 1.20 0.00 0.00 0.00 0.00 0.00 17 2.40 0.00 0.00 0.00 0.00 0.00 21 4.79 0.00 0.00 0.00 0.00 0.00 25 4.79 0.00 0.00 0.00 0.00 0.00 29 2.40 0.00 0.00 0.00 0.00 0.00 33 1.20 0.00 0.00 0.00 0.00 0.00 34 1.20 0.00 0.00 0.00 0.00 0.00 37 2.40 0.00 0.00 0.00 0.00 0.00 38 2.40 0.00 0.00 0.00 0.00 0.00 41 2.40 0.00 0.00 0.00 0.00 0.00 42 2.40 0.00 0.00 0.00 0.00 0.00 45 1.20 0.00 0.00 0.00 0.00 0.00 46 1.20 0.00 0.00 0.00 0.00 0.00 50 2.40 0.00 0.00 0.00 0.00 0.00 54 4.79 0.00 0.00 0.00 0.00 0.00 58 4.79 0.00 0.00 0.00 0.00 0.00 62 2.40 0.00 0.00 0.00 0.00 0.00 66 1.20 0.00 0.00 0.00 0.00 0.00 70 2.40 0.00 0.00 0.00 0.00 0.00 74 2.40 0.00 0.00 0.00 0.00 0.00 78 1.20 0.00 0.00 0.00 0.00 0.00 JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 4 1.08 0.00 0.00 0.00 0.00 0.00 8 2.16 0.00 0.00 0.00 0.00 0.00 12 2.16 0.00 0.00 0.00 0.00 0.00 16 1.08 0.00 0.00 0.00 0.00 0.00 20 2.16 0.00 0.00 0.00 0.00 0.00 24 4.31 0.00 0.00 0.00 0.00 0.00 28 4.31 0.00 0.00 0.00 0.00 0.00 32 2.16 0.00 0.00 0.00 0.00 0.00 36 2.16 0.00 0.00 0.00 0.00 0.00 40 4.31 0.00 0.00 0.00 0.00 0.00 44 4.31 0.00 0.00 0.00 0.00 0.00 48 2.16 0.00 0.00 0.00 0.00 0.00 52 2.16 0.00 0.00 0.00 0.00 0.00 56 4.31 0.00 0.00 0.00 0.00 0.00 60 4.31 0.00 0.00 0.00 0.00 0.00 64 2.16 0.00 0.00 0.00 0.00 0.00 STAAD SPACE -- PAGE NO. 7 68 1.08 0.00 0.00 0.00 0.00 0.00 72 2.16 0.00 0.00 0.00 0.00 0.00 76 2.16 0.00 0.00 0.00 0.00 0.00 80 1.08 0.00 0.00 0.00 0.00 0.00 JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 1 0.00 0.00 -1.92 0.00 0.00 0.00 2 0.00 0.00 -3.83 0.00 0.00 0.00 3 0.00 0.00 -3.83 0.00 0.00 0.00 4 0.00 0.00 -1.92 0.00 0.00 0.00 5 0.00 0.00 -3.83 0.00 0.00 0.00 6 0.00 0.00 -7.67 0.00 0.00 0.00 7 0.00 0.00 -7.67 0.00 0.00 0.00 8 0.00 0.00 -3.83 0.00 0.00 0.00 9 0.00 0.00 -3.83 0.00 0.00 0.00 10 0.00 0.00 -7.67 0.00 0.00 0.00 11 0.00 0.00 -7.67 0.00 0.00 0.00 12 0.00 0.00 -3.83 0.00 0.00 0.00 13 0.00 0.00 -1.92 0.00 0.00 0.00 14 0.00 0.00 -3.83 0.00 0.00 0.00 15 0.00 0.00 -3.83 0.00 0.00 0.00 16 0.00 0.00 -1.92 0.00 0.00 0.00 JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 33 0.00 0.00 1.92 0.00 0.00 0.00 34 0.00 0.00 1.92 0.00 0.00 0.00 37 0.00 0.00 3.83 0.00 0.00 0.00 38 0.00 0.00 3.83 0.00 0.00 0.00 41 0.00 0.00 3.83 0.00 0.00 0.00 42 0.00 0.00 3.83 0.00 0.00 0.00 45 0.00 0.00 1.92 0.00 0.00 0.00 46 0.00 0.00 1.92 0.00 0.00 0.00 66 0.00 0.00 1.92 0.00 0.00 0.00 67 0.00 0.00 3.83 0.00 0.00 0.00 68 0.00 0.00 1.92 0.00 0.00 0.00 70 0.00 0.00 3.83 0.00 0.00 0.00 71 0.00 0.00 7.67 0.00 0.00 0.00 72 0.00 0.00 3.83 0.00 0.00 0.00 74 0.00 0.00 3.83 0.00 0.00 0.00 75 0.00 0.00 7.67 0.00 0.00 0.00 76 0.00 0.00 3.83 0.00 0.00 0.00 78 0.00 0.00 1.92 0.00 0.00 0.00 79 0.00 0.00 3.83 0.00 0.00 0.00 80 0.00 0.00 1.92 0.00 0.00 0.00 LOADING 2 LOADTYPE WIND TITLE WIND (+X) IS875 RECT CLAD [-CPI] ----------- STAAD SPACE -- PAGE NO. 8 JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 1 2.16 0.00 0.00 0.00 0.00 0.00 5 4.31 0.00 0.00 0.00 0.00 0.00 9 4.31 0.00 0.00 0.00 0.00 0.00 13 2.16 0.00 0.00 0.00 0.00 0.00 17 4.31 0.00 0.00 0.00 0.00 0.00 21 8.63 0.00 0.00 0.00 0.00 0.00 25 8.63 0.00 0.00 0.00 0.00 0.00 29 4.31 0.00 0.00 0.00 0.00 0.00 33 2.16 0.00 0.00 0.00 0.00 0.00 34 2.16 0.00 0.00 0.00 0.00 0.00 37 4.31 0.00 0.00 0.00 0.00 0.00 38 4.31 0.00 0.00 0.00 0.00 0.00 41 4.31 0.00 0.00 0.00 0.00 0.00 42 4.31 0.00 0.00 0.00 0.00 0.00 45 2.16 0.00 0.00 0.00 0.00 0.00 46 2.16 0.00 0.00 0.00 0.00 0.00 50 4.31 0.00 0.00 0.00 0.00 0.00 54 8.63 0.00 0.00 0.00 0.00 0.00 58 8.63 0.00 0.00 0.00 0.00 0.00 62 4.31 0.00 0.00 0.00 0.00 0.00 66 2.16 0.00 0.00 0.00 0.00 0.00 70 4.31 0.00 0.00 0.00 0.00 0.00 74 4.31 0.00 0.00 0.00 0.00 0.00 78 2.16 0.00 0.00 0.00 0.00 0.00 JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 4 0.12 0.00 0.00 0.00 0.00 0.00 8 0.24 0.00 0.00 0.00 0.00 0.00 12 0.24 0.00 0.00 0.00 0.00 0.00 16 0.12 0.00 0.00 0.00 0.00 0.00 20 0.24 0.00 0.00 0.00 0.00 0.00 24 0.48 0.00 0.00 0.00 0.00 0.00 28 0.48 0.00 0.00 0.00 0.00 0.00 32 0.24 0.00 0.00 0.00 0.00 0.00 36 0.24 0.00 0.00 0.00 0.00 0.00 40 0.48 0.00 0.00 0.00 0.00 0.00 44 0.48 0.00 0.00 0.00 0.00 0.00 48 0.24 0.00 0.00 0.00 0.00 0.00 52 0.24 0.00 0.00 0.00 0.00 0.00 56 0.48 0.00 0.00 0.00 0.00 0.00 60 0.48 0.00 0.00 0.00 0.00 0.00 64 0.24 0.00 0.00 0.00 0.00 0.00 68 0.12 0.00 0.00 0.00 0.00 0.00 72 0.24 0.00 0.00 0.00 0.00 0.00 76 0.24 0.00 0.00 0.00 0.00 0.00 80 0.12 0.00 0.00 0.00 0.00 0.00 STAAD SPACE -- PAGE NO. 9 JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 1 0.00 0.00 -0.96 0.00 0.00 0.00 2 0.00 0.00 -1.92 0.00 0.00 0.00 3 0.00 0.00 -1.92 0.00 0.00 0.00 4 0.00 0.00 -0.96 0.00 0.00 0.00 5 0.00 0.00 -1.92 0.00 0.00 0.00 6 0.00 0.00 -3.83 0.00 0.00 0.00 7 0.00 0.00 -3.83 0.00 0.00 0.00 8 0.00 0.00 -1.92 0.00 0.00 0.00 9 0.00 0.00 -1.92 0.00 0.00 0.00 10 0.00 0.00 -3.83 0.00 0.00 0.00 11 0.00 0.00 -3.83 0.00 0.00 0.00 12 0.00 0.00 -1.92 0.00 0.00 0.00 13 0.00 0.00 -0.96 0.00 0.00 0.00 14 0.00 0.00 -1.92 0.00 0.00 0.00 15 0.00 0.00 -1.92 0.00 0.00 0.00 16 0.00 0.00 -0.96 0.00 0.00 0.00 JOINT LOAD - UNIT KN METE JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z 33 0.00 0.00 0.96 0.00 0.00 0.00 34 0.00 0.00 0.96 0.00 0.00 0.00 37 0.00 0.00 1.92 0.00 0.00 0.00 38 0.00 0.00 1.92 0.00 0.00 0.00 41 0.00 0.00 1.92 0.00 0.00 0.00 42 0.00 0.00 1.92 0.00 0.00 0.00 45 0.00 0.00 0.96 0.00 0.00 0.00 46 0.00 0.00 0.96 0.00 0.00 0.00 66 0.00 0.00 0.96 0.00 0.00 0.00 67 0.00 0.00 1.92 0.00 0.00 0.00 68 0.00 0.00 0.96 0.00 0.00 0.00 70 0.00 0.00 1.92 0.00 0.00 0.00 71 0.00 0.00 3.83 0.00 0.00 0.00 72 0.00 0.00 1.92 0.00 0.00 0.00 74 0.00 0.00 1.92 0.00 0.00 0.00 75 0.00 0.00 3.83 0.00 0.00 0.00 76 0.00 0.00 1.92 0.00 0.00 0.00 78 0.00 0.00 0.96 0.00 0.00 0.00 79 0.00 0.00 1.92 0.00 0.00 0.00 80 0.00 0.00 0.96 0.00 0.00 0.00