Bhagirath Joshi
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Posts posted by Bhagirath Joshi
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thank you for you previous suggestion. I'm still facing the same problem. I checked the model carefully, assigned restraint at base only and provided appropriate column size. Can I get any more suggestion please!
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Hello everyone,
I wanted a help regarding the problem I've been facing during building analysis using etabs. The analysis displays the minimum steel for every column, what might have been the error or problem?
Also ,is providing diaphragm for area components and meshing them necessary during analysis of building in etabs?
Help required for analysis in etabs
in Concrete Design
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I have been using IS code for building analysis on ETABS 9.7.4 . The building is for residential purpose seismic zone V. I ve attached the 3d model and layout plan for the building. Thank you!