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  • Users: tpsk
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  1. tpsk

    ETABS - Axial load in braced frame beams

    Hi all, I was reading this old post that dealt with axial loads in beams part of braced frames. http://www.eng-tips.com/viewthread.cfm?qid=235107 In my model I am using a semi-rigid diaphragm to capture the axial loads in beams due to eccentric braced frames, but I would like this axial load...
  2. tpsk

    SAP Pushover / Nonlinear Analysis not converging

    Hi, It is my first post here, so I would like to thank you all for the answers I have already found here, and for the ones to come! I am running across a problem while doing a nonlinear analysis on SAP2000. I am running the NL because I have tension-only bracing. I have different Load...

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