41. The wide-flange I beam as shown is 20 ft. Iong Itis fixed at one endand free at the other. A twisting moment of 30,000 Ib-in. is applied atthe free end. If E= 30×10° psi and G = 12×1oʻ psi, compute themaximum normal and shearing stresses due to bending and themaximum shearing stress due to twist. What is the angle of twist of thebeam at the free end?10.5"1.368"0.845"10"prob 41

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41. The wide-flange I beam as shown is 20 ft. long kis fixed at one end and free at the other. A twisting moment of 30,000 Ib-in. is applied at the free end. If E=30 ×10ʻ psi and G = 12×10ʻ psi, compute the maximum normal and shearing stresses due to bending and the maximum shearing stress due to twist. What is the angle of twist of the beam at the free end? 10.5"- 1.368" 0.845" 10" prob 41

41. The wide-flange I beam as shown is 20 ft. long kis fixed at one end and free at the other. A twisting moment of 30,000 Ib-in. is applied at the free end. If E=30 ×10ʻ psi and G = 12×10ʻ psi, compute the maximum normal and shearing stresses due to bending and the maximum shearing stress due to twist. What is the angle of twist of the beam at the free end? 10.5"- 1.368" 0.845" 10" prob 41

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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