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A 2-Dimensional column is subjected to two forces as shown. Sketch the normal stress distribution acting over section a-a if the member has a rectangular cross section of width 12 in and thickness 6 in. 2ok -a ITITIIr77 PLAN Visw
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Solutton 0 oX Given Trot a-a Section 2OK ion 360 K-n3 -Ara d- section (A): (brd) s l2XG Normal Strex at Section a-a σαχ (Liner Variaton) At point- A <p -チ2 864 At point C 2 86v At point B- Normal Bution

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