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For a beam subjected to a maximum bending moment of 100 kip-ft, design a A36 wide flanged section that will result in a factor of safety of 2 against yielding in normal stress. The emphasis is on the lowest weight section. The allowable shear stress of 24ksi is not exceeded. Question 3 of 4 Given your beam design, what is the ACTUAL maximum shear stress in the cross section? Vmax is 25 Kip O 1.2 ksi O 2.3 ksi O 3.3 ksi O 4.4 ksi

For a beam subjected to a maximum bending moment of 100 kip-ft, design a A36 wide flanged section that will result in a factor of safety of 2 against yielding in normal stress. The emphasis is on the lowest weight section. The allowable shear stress of 24ksi is not exceeded. Question 3 of 4 Given your beam design, what is the ACTUAL maximum shear stress in the cross section? Vmax is 25 Kip O 1.2 ksi O 2.3 ksi O 3.3 ksi O 4.4 ksi

Structural Analysis
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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For a beam subjected to a maximum bending moment of 100 kip-ft, design a A36 wide flanged section that will result in a factor of safety of 2 against yielding in normal stress. The emphasis is on the lowest weight section. The allowable shear stress of 24ksi is not exceeded. Question 3 of 4 Given your beam design, what is the ACTUAL maximum shear stress in the cross section? Vmax is 25 Kip O 1.2 ksi 2.3 ksi О 3.3 ksi 4.4 ksi
Transcribed Image Text:For a beam subjected to a maximum bending moment of 100 kip-ft, design a A36 wide flanged section that will result in a factor of safety of 2 against yielding in normal stress. The emphasis is on the lowest weight section. The allowable shear stress of 24ksi is not exceeded. Question 3 of 4 Given your beam design, what is the ACTUAL maximum shear stress in the cross section? Vmax is 25 Kip O 1.2 ksi 2.3 ksi О 3.3 ksi 4.4 ksi
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