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05. Appears that the expected multiple support response spectra (MSRS) and the uniform response spectrum analysis results are not as expected in an AutoPIPE model, why?
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0. How to apply a Dynamic Seismic / Response Spectrum load case in AutoPIPE?
01. Under the Missing Mass Combination drop down listing in an AutoPIPE model, only the SRSS and Absolute SUM method appear as choices. Where is Modal?
02. Why do the acceleration values need to be multiplied by 25.4 in AutoPIPE's output report?
03. Should ZPA be applied when performing a Dynamic analysis with AutoPIPE?
04. Is there more information available on modal analysis in an AutoPIPE output report?
05. Appears that the expected multiple support response spectra (MSRS) and the uniform response spectrum analysis results are not as expected in an AutoPIPE model, why?
06. Where are the missing mass mode in individual Modal results in AutoPIPE's output report?
07. Is it possible to include rotations in the MSRS analysis when using AutoPIPE?
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.C - Dynamic "Harmonic" Analysis - AutoPIPE
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.D - Dynamic "Time History" Analysis - AutoPIPE
AutoPIPE Dynamic Data Storage files - (*.SPC, *.TIH, *.THL,*.THP, *.FS, *.HMF)
Why are all Dynamic results +ve (Positive) in AutoPIPE, how to get -ve (Negative)Dynamic results?
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02e. "Hydrotest" - AutoPIPE Load Case
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05. Appears that the expected multiple support response spectra (MSRS) and the uniform response spectrum analysis results are not as expected in an AutoPIPE model, why?
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Current Revision
Tue, Dec 20 2016 4:11 PM
Mike Dattilio
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Revision #1
Tue, Dec 20 2016 4:11 PM
Mike Dattilio
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