Dear All,
I am wondering about beam element in MSC NASTRAN.
How can a linear distribution of translation or rotation along a beam element produce a linear distribution of moment and constant shear force in a case of single tip force loading?
What kind of beam element or beam theory used? I am not sure it is Timoshenko beam theory (which produce constant moment and linear shear force distribution)
I thank you in advance.
Best regards,
Sugeng
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