Q4: A circular bar ABC, 4 m long, is rigidly fixed at its ends A and C. The portion AB is2.2 m long and of 50 mm diameter and BC is 1.8 m long and of 25 mm diameter. If atwisting moment (torque) of 650 N.m is applied at B. determine (a) the values of theresisting moments at A and C; (b) the maximum shear stress in each section of the shaft;(c) the angle of twist of each portion. The modulus of rigidity for the material of theshaft; G 80 GN/m².

Q4: A circular bar ABC, 4 m long, is rigidly fixed at its ends A and C. The portion A 2.2 m long and of 50 mm diameter and BC is 1.8 m long and of 25 mm diameter. twisting moment (torque) of 650 N.m is applied at B. determine (a) the values of resisting moments at A and C; (b) the maximum shear stress in each section of the sh (c) the angle of twist of each portion. The modulus of rigidity for the material of shaft; G = 80 GN/m².

Q4: A circular bar ABC, 4 m long, is rigidly fixed at its ends A and C. The portion A 2.2 m long and of 50 mm diameter and BC is 1.8 m long and of 25 mm diameter. twisting moment (torque) of 650 N.m is applied at B. determine (a) the values of resisting moments at A and C; (b) the maximum shear stress in each section of the sh (c) the angle of twist of each portion. The modulus of rigidity for the material of shaft; G = 80 GN/m².

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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