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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.4.2P

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