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Is it okay to have an applied weight of SDL and LL in the structure and also applying the defined mass source at the same time? Thanks..
Nice one.please also guide which load to add. I mean DL,LL,finishes etc. And their multipliers also.some reference of code will be nice for learning Thanks
Noted
hi what is the best computer specification for etabs? How much ram?
www.csiamerica.com/products/etabs/system-requirements
When should we define mass source?? Before analyzing the model or after analyzing and before calculating seismic Base Shear only???
Before analyzing the structure to calculate base shear & to include seismic for structural mass.
no need to explain this way 5.12. in case of lumped mass programme need less time to analyze . thanks !
Is it okay to have an applied weight of SDL and LL in the structure and also applying the defined mass source at the same time? Thanks..
Nice one.please also guide which load to add. I mean DL,LL,finishes etc. And their multipliers also.some reference of code will be nice for learning
Thanks
Noted
hi what is the best computer specification for etabs? How much ram?
www.csiamerica.com/products/etabs/system-requirements
When should we define mass source?? Before analyzing the model or after analyzing and before calculating seismic Base Shear only???
Before analyzing the structure to calculate base shear & to include seismic for structural mass.
no need to explain this way 5.12. in case of lumped mass programme need less time to analyze . thanks !