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

Aim & Introduction;

Generate manual wind load calculation and design in the code book IS 875 ill put in the below step,

* wind speed Vb= 39 m/s

*Terrain caegory 2( Vz=Vb*K1*K2*K3*K4)

Procedure;

+ i have calculate the manually , wind load calculate the IS 875 code book ,

+ Basic wind speed Vb = 39m/s , terrain 2 caegory i have used ( Vz=Vb*K1*K2*K3*K4) this formula

K1=1.0,K2=1.02,K3=1.0,K4=1.15

Vz=39*1.0*1.02*1.0*1.15=45.74 M/s

WIND +Y +cpi=1.256

wind +Y -cpi=-0.7

wind +x -cpi=

wind -y +cpi=

wind -y -cpi=

wind -x +cpi=

wind -x -cpi=

this value all applied this load case

Pz=0.6Vz=0.6*45.747=1.2556KN/M^2

y * X all load i have applied