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i am very confuge in sign convention of bending moment,reaction and shear force in moment distribution method so give any suitable anwer with couple?
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The integration of strain over the depth is settlement. The method of producing the settlement is non-recoverable when the intensity of stress is removed. Hence, a permanent reduc
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Deternim the angle A for which the moment of the 500N force is maximum about a point o. also find the maximum momentum
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distribution of shear stress in triangular section
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