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Flanges Bs
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DESIGN OF AXIALLY LOADED COLUMNS - Steel ..." INSDAG
steel-insdag.orgDESIGN OF AXIALLY LOADED COLUMNS Universal Column (UC) sections have been designed to be most suitable for compression members. They have broad and relatively thick flanges, which avoid the problems of local buckling.
Shear Design of Beams - Purdue Engineering
engineering.purdue.eduShear Strength nThe web will completely yield long before the flanges begin to yield. Because of this, yielding of the web represents one of the shear limit states. nTaking the shear yield stress as 60% of the tensile yield stress. nThis will be the nominal strength in shear provided there is …