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Shear stress again

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Irwin

Irwin

Mechanical
Joined
Feb 25, 1999
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148
Location
HU
I made a misstake! The result in the f06 faile is not good. The FEMAP loaded correctly the output. So the right question is: How can I calculate the shear stress in beam or bar elements in NASTRAN? Is there any parameters?

Irwin
 
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