Waqas Maqsood
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Slab Moments In ETABS (M11 & M22)
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Could you elaborate on this on how to combine different ETABS models f2k files into 1 safe fdb file? Thanks
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@Hussain Abid you cannot define RSA in static load cases, as RSA in dynamic loading. Instead after you define the "response spectrum function" you should then follow it by defining "response spectrum cases". Hope its clear enough.
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Importance Factor for HOSPITAL according to UBC 1997
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Importance Factor for HOSPITAL according to UBC 1997
Waqas Maqsood replied to Waqas Maqsood's topic in Seismic Design
Many thanks for the reply @Ayesha. I need a second opinion. I think it should be I=1.25 for seismic and I=1.15 for wind. Please correct me if I am wrong. But I also want if anybody can give a reference in the code about descriptions of Groups and Division as stated in importance factor Table 16-K. i.e what falls under Group I, division 1 or 3.? -
Dear all I am designing a kidney dialysis center building in outskirts of Lahore, Pakistan. For seismic loading I have used UBC 1997 code in etabs. I want to know what should be the following to be used for this type of building. Seismic IMPORTANCE FACTOR Wind IMPORTANCE FACTOR Many thanks,
