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Forum Post: RE: ASME 31E seismic load calculations

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Dear Mike, Thank you for your response. I have question regarding option 1 (in pdf file "Non-linear Analysis - Earthquake") Will I get the same result in case I enter values for E1 0.6 0.4 0.6?Actually this values (E1) would be combined by SRSS method (are combined as load vectors algebraically). Also when you use combination in your example GR+P+SEIS, what would be direction  of EARTHMAX load?

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