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2) The beam with centroid C is loaded by an unsymmetric bending moment as shown. (a) Determine the normal stress due to bendi

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The solution of the given problem is given below

my 5000* Sin 30 250 Ib-in +500 f +433:01 ban COS 30 @ Stress @ pant A be + x My Ty འ་ 433.01 * (-145+0.75) 250 (-3+ 1.4) 16.3

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