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Showing results for tags 'flat slab'.
Found 4 results
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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 modifeirs for vertical elements or for slabs ie all are =1. Now in SAFE the flat slab rests on fixed columns with no settlement (the planted columns) whereas in reality there is a settlement in those columns (as in etabs model) so shall i design the flat slab (the carried by planted columns) by etabs or safe?! Or there are any modifications you can suggest??
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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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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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What would be the assumed distribution of punching shear stress due to the transferred moment in flat slab in case of side and corner columns? Refer to the attached file in case of center column. Thank you very much indeed.
