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BSM Engineering

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Mr. Billy Marczewski, P.E., M.ASCE

BSM Engineering

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RE: ETABS p-delta analysis

Posted By Billy Marczewski 06-13-2017 09:40 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Berhan, you will be using D+L+S (unfactored) as your load combination of concern for the P-Delta analysis. You should do the following: Calculate your initial design story drift Δ in the first story Check the P-Delta criteria for the subject building (must have basic geometry; R-value; Cd = ...