Assume the section has cracked and use the transformed area


Assume the section has cracked and use the transformed area method to compute their flexural stresses for the load. Given: Beam 30 ft long with uniform load of 2 k/ft and a point load of 30 k at 10 ft. Cross section b=16 in h=36 in with 6 #9 rebars located 32 in from the top. n=10

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Civil Engineering: Assume the section has cracked and use the transformed area
Reference No:- TGS0652445

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