A w610113 steel wide-flange section is subjected to a


Question: A W610×113 steel wide-flange section is subjected to a vertical shear force V of 525 kN. Calculate the maximum horizontal shear stress using

(a) the general shear formula

(b) the average web shear approach

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Basic Statistics: A w610113 steel wide-flange section is subjected to a
Reference No:- TGS02486701

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