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

Q1-

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

• Basic wind speed = 39m/s
• Terrain category 2

procedure-

• first we have to calculate load coming on structure and make a project

RESULT-

all the calculations IS DONE for wall panel of the strucuture

Q2-

AIM-apply the loadings as per calculation made on the model

PROCEDURE

• Open the tikla model
• now insert the load cases

Now go to load and select area load, global Axis and enter the value of load corresponding the face .
example now we have applied load value of -0.0968 KN along face A

Similarly we have to select area load and global Axis and enter the value of face B
Apply the value of internal pressure coefficient to both faces
Loand value of -1.258 is applied at face C as external pressure coefficient
Loand value of -0.822 is applied at face C as external pressure coefficient
Similarly we apply the load due to internal pressure coefficient at corresponding faces
Now to apply load on roof select load combination and select load and enter the value on face EF as 1.16 KN and load of 0.968KN on face GH
Now apply the load due to internally pressure

Q3

AIM- TO separate model generate wind loading using wind wizard

PROCEDURE

• apply wind wizard from ribbon pallet

now the wind design pressure

now we have to provide wind load cases

now we need to analyse the model and select first order linear analysis

RESULT-

result can be obtained after analysis of moment major,moment minor,shear etc.