Point Load, Support Reaction and Stiffener Design

American Codes

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Review Report

Shape Designation ksi f_y= Beam

Results P_r = B_r = kips kips

Support Information Support at the end of beam Support at the middle of beam N = in with Stiffeners ?

Stiffeners b = in t = D = f_y = in in ksi

Web Sideway Buckling L = M_u = in-kips in Compression flange is restrained against rotation ?

ASDLRFDPoint Load, Support Reaction and Stiffener Design