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  1. satheesh787

    Foundation saddle loads due to OPE/HYD/wind/seismic

    Hi I realized that being novice,I shouldn't have posted this basic questions.Sorry for inconvenience Thanks
  2. satheesh787

    Foundation saddle loads due to OPE/HYD/wind/seismic

    Hi Thanks for your advise for my first ever post in this website. I guess purpose of this forum is to get some engineering tips & make yourself confidence.But Your reply seems that i should not post anything here unless you are being expert.Nobody born as pressure vessel expert. My humble...
  3. satheesh787

    Foundation saddle loads due to OPE/HYD/wind/seismic

    Hi all, I am new to PVelite software.But i am to verify (vendor document) Pvelite design report for my project. [highlight #FCE94F]Can any one explain that saddle loads (i.e.vertical/transverse/longitudinal shear) due to OPE/HYD/wind/Seismic cases separately generated from PVelite...

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