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Showing results for tags 'flat slab'.
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Dear all a flat slab in last floor is carried by too much planted columns that rest on a down flat slab without beams. İ modelled it in Etabs , for th purpose of designing vertical elements.but for designing the flat slabs i export the model to SAFE. in SAFE MODEL i dont do any modife...
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How to check Punching Shear in a flat slab in SAP2000? Is there some direct command as in SAFE?
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- flat slab
- punching shear
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Salam. I am reviewing a flat slab which i received as .fdb, punching shear for flat slab is displayed N/C. what could be the possible reason for? file is attached Slab @ +676 (Z=16').rar
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- punching shear safe
- flat slab
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