To calculate wind load for industrial steel structures and to apply it by using TSD

AIM:
Generate manual wind loading in the design report based IS code as per the following input

Procedure:
Given:
Basic wind speed = 39m/s
Terrain category 2
Based on the above calculations
Vb 39 m/s

terrain category 2
probable design life of structure 50 years class of structure A

L =greater horizontal dist. =18

wall ratios
w lesser horizontal dist. =18

l/w =1
h height of structure =12

h/w =0.666666667
width of frame= 7.2

k3 topography factor= 1
k1 Risk co-efficient= 1

Height up to 10m
k2 =1
k4 =1.15
Vz ,design wind speed =44.85
Pz ,design wind pressure =1.2069135 =Vz*k1*k2*k3*k4/1000

Cpi=0.5 , -0.5

WALL LOADIG CALCULATIOS

Y dire Face 1

height at different level
Cpe =0.7 ,0.7
Cpi =0.5, -0.5
Cp=Cpe-cpi 0.2 ,1.2
Pz =1.2069135, 1.2069135
load on wall 0.2413827 1.4482962 =Cp*Pz

Y dire Face 2
Cpi+ Cpi-
height at differet level
Cpe =-0.2 ,-0.2
Cpi =0.5 ,-0.5
Cp=Cpe-cpi= -0.7, 0.3
Pz 1.2069135, 1.2069135
load on wall -0.84483945 ,0.36207405

X dire Face 3
Cpi+ Cpi-
height at differet level
Cpe =0.5 ,0.5
Cpi =0.5, -0.5
Cp=Cpe-cpi= 0 ,1
Pz= 1.2069135 ,1.2069135
load on wall =0 ,1.2069135

X dire Face 4
Cpi+ Cpi-
height at differet level
Cpe= 0.5,0.5
Cpi =0.5 ,-0.5
Cp=Cpe-cpi= 0 ,1
Pz =1.2069135 ,1.2069135
load on wall =0 ,1.2069135

α roof angle 20
Roof Loading
Cpe =0.4, -0.4
Cpi =0.5 ,-0.5
Cp=Cpe-cpi= -0.1, 0.1
Pz =1.2069135, 1.2069135
load on wall= -0.12069135 ,0.12069135

In Model,
Add the load case as cpi+, cpi- In y direction

Go to the respective frame
Select area load ad Wy+ci load case 0.233
Input the respective value from the calculations above

Similarly Wy-ci 1.44

Follow this procedure for all the wind panels
Face 2
-0.84

0.36

Face A
1.2

Face D
1.2

Roof loading
Add roof loadcase

Usig roof load assig the 1.2 o roof paels

Result:
Generation of manual wind loading in the design report based IS code as per the following input was done

Aim:
in model generate wind loading using wind wizard

Procedure:
In load ta click on the wind wizard option

Add wind speed 39

Terri category 2
Fetch distance 10m

Topography none

next and finish

Define wind loadcases

And check all the panels are I the same direction

Result:
model is generated for wind loading using wind wizard