. 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.
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41. 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 =12x10° 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
Transcribed Image Text:41. 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 =12x10° 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
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