Calculate the largest principal stresses and maximum shear


An elevator drive sheave of diameter 1 m and negligible mass is mounted on a shaft midway between bearings, which are 800 mm apart. Under the worst conditions the rope tensions are 25 kN on the cage side and 10 kN on the counterpoise side of the sheave. The shaft diameter is 100 mm. Calculate the largest principal stresses and maximum shear stress that will occur in the shaft. 

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Civil Engineering: Calculate the largest principal stresses and maximum shear
Reference No:- TGS0506295

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