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  1. 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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