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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.

Mechanical Engineering, Engineering

  • Category:- Mechanical Engineering
  • Reference No.:- M92173199

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