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Recent content by Anitaboida

  1. Anitaboida

    Pile Cap One Way Shear in MIDAS GEN

    I expect your valuable comments regarding the extraction of Shear forces from the plate Elements created by MIDAS GEN/Civil. For the One way Shear Value in Cutting line diagram shows 100.2 KN, But for the one way shear design this value shows Vu = -6576.3852 kN, as attached file how can I cross...

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