+3 votes

I am doing a seismic analysis of the commercial building. I have modeled the building in Etabs. I am trying to assign dead load and live load to the slab and I thought of assigning the maximum dead and live load if such is specified in IS code.
I would be thankful if anyone can help me and direct me to any associated documents.

asked Feb 4 in Civil Engineering by Nuub engineer | 59 views
Good question +1

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