41. The wide-flange I beam as shown is 20 ft. long. It is fixed at one endand free at the other. A twisting moment of 30,000 lb-in. is applied atthe free end. If E=30×10° psi and G =12x10° 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

Given that, I=30,000 lb·in,E=30×106 psi,G=12×106 psi,T=30,000 lb·in,L=20 ft, The given I-section…

. The wide-flange I beam as shown is 20 ft. long. It is fixed at one end and free at the other. A twisting moment of 30,000 lb-in. is applied at the free end. If E = 30×10° psi and G=12×10° 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?

. The wide-flange I beam as shown is 20 ft. long. It is fixed at one end and free at the other. A twisting moment of 30,000 lb-in. is applied at the free end. If E = 30×10° psi and G=12×10° 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?

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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