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Pile Cap One Way Shear in MIDAS GEN

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Anitaboida

Anitaboida

Structural
Joined
Sep 20, 2017
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AZ

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 check this shear value Vu.
 
 http://files.engineering.com/getfile.aspx?folder=0b666b6b-7158-437c-8a53-07037572f5dd&file=One_Way_Shear.docx
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could be that your V is along a finite line at your cutting location while Vu is the summation of the Finite Elements over the width of the pile cap. not familiar with Midas so this is just a guess based on the document you provided.
 
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