# V. IS 875 (Pt 3) 2015 WL Generation on Rectangular Clad Bldg

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

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
• At joint 71 (joint 75 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

## Results

Table 1. Representative joint loads due to wind in +X direction for positive internal presssure (+Cpi) (kN)
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
Table 2. Representative joint loads due to wind in +X direction for negative internal pressure (-Cpi) (kN)
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
Note: These values are representative of the joint loads due to wind in the +X direction only. Similar calculations would be performed for the -X, +Z, and -Z directions.

``````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
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
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
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
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
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
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
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
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
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``````

```   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
-----------
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
```