Calculate horizontal shear stress at a sufficient number

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Reference no: EM131360355

A W36×150 steel wide-flange beam is oriented so that bending is about the weak (Y-Y) axis. The member is subjected to a maximum shear of 140 kips.

Calculate the horizontal shear stress at a sufficient number of points so that a shear stress distribution diagram can be drawn. Draw the diagram.

Reference no: EM131360355

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