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Hi, jen: You are right. As you said, I have a shear wall primary lateral system , the gravity columns system and a flat plate system modeled in the ETABS model. I export the slab model with safe export option "Export Floor Loads and Load from Above" and the punch shear obtained from safe is...

Hi,jen: thank you. then which mode should I use to design shear wall?

Hi Murali: Thank you! this mode had been applied rigid diaphagm.could you give more suggestion -useetabs

I am designing a slab supported by two end curveed wall. How should I design the one way slab using SAFE. Thanks.

I use etabs 8.5.6 to model a 35 story building. I model the slabs using shell and membrane and obtain different period. torsion x y shell 4.6 3.5 4.15 membrane 20.3 7.5 15.6 the drafts using membrance are much larger than using...

I use etabs 8.5.6 to model a 35 story building. I model the slabs using shell and membrane and obtain different period. torsion x y shell 4.6 3.5 4.15 membrane 20.3 7.5 15.6 the drafts using membrance are much larger than using...