3 -50 R20 1. Calculate the maximum twisting moment that can be applied to the section shown if shear stress is not exceed 77 MPa. Provide the answer in kNm with precision to two decimal points. 2. In the same section. What is the angle of twist in a 2.5m length if G = 30 GPa and its under 0.5 kNm of twisting moment. Provide the answer in degrees with precision to two decimal points.

3 -50 R20 1. Calculate the maximum twisting moment that can be applied to the section shown if shear stress is not exceed 77 MPa. Provide the answer in kNm with precision to two decimal points. 2. In the same section. What is the angle of twist in a 2.5m length if G = 30 GPa and its under 0.5 kNm of twisting moment. Provide the answer in degrees with precision to two decimal points.

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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