To calculate dead and live load for industrial steel structures and to apply them using TSD

AIM & Introduction;

i have take last residential building modeling,i have applying load to this building(dead load ,service load,imposed load,wind load and seismic load) assume the load in IS 875 code book

Procedure;

1) *assper desgin code book i have apply to the slab various of slabs office area, heavy equipment area,toilet ,stair case , corridor ( one way slab or two way slab)

* Brick wall thickness applieded

* Roof load based i have design to the beam, purlin ,bracing

* ceiling load applied to the 0.3 KN /M^2

2) * I have applied to the load case in the IS 875 code book, slab , wall, roof all load applieded

* Roof load i was applied 0.3KN/M^2

* equipment area load case in 5 KN/m^2

Result formate:

assper IS875 code book at i have applied to all load in this model

Report ;

i have submitted below drawing