Question: Problem 6 ( 1 0 % ) A W 6 1 0 x 1 1 3 steel wide - flange section is subjected to a

Problem 6(10%)
A W610x113 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 method.
b) The average web shear approach.

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