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#1
12-27-2012, 06:44 PM
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Slab Design by exporting from Etabs to Safe. Can anyone answer this question!
Salam Alaykum,
My model in Etabs is OK and I exported it to safe in order to make the Slab design. 2 options had been studied: option 1 export the Slab without assigning diafragm in etabs. option 2 export the Slab after assigning diafragnm in etabs. option 1 presented zero forces and displacement coming from wind load. option 2 presented forces and displacement coming from wind load. steel reinforcement in option 1 was very low than steel reinforcement in option 2 espacially the area of diafragm centre of gravity. the steel reinforcement in option 2 seems to be very high at the centre of mass area and it seems to be **t realistic. for 22 cm Slab thickness, maximum soan of 5m, it gives me 20 mm steel each 7 cm. what is the right way to do the Slab design? Please advise in addition, in the 2 options, punching shear Design seems to be very high and **t as per manual calculation especially with the corner columns. Please advise. Salam ??????? ??????: Slab Design by exporting from Etabs to Safe. Can anyone answer this question! || ??????: rss || ??????: اسم منتداك
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