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hi When i export the model from ETABS, the shear wall are inverted they are designated as beams elements.. and only the points for the columns are shown. What is the right way to model in SAFE: 1.) Should i leave the ETABS import for shear walls and model columns ABOVE with end restrains at...

I never meant to say moment is just a function of Ld... detail the secondary and primary beam connection accordingly. engineering is in the details..

Also, when you "release"secondary beams, please make sure you pay attention to the detailing. Full Ld should not be provided.

Hi all I am reviewing a typical RCC framed structure. It is a dual system structure. The consultant has assigned one RCC slab as Shell (175mm) and adjacent slab (200mm ) as a membrane. In the same model, will it be appropriate to consider two different approaches? But the entire floor has been...