A W12x35 of A992 Grade 50 steel is connected through its flange with 7/8-inch-diameter bolts, as shown in the figure. Use the alternative value of U for the shear lagfactor and computea. The design tensile strengthb. The allowable tensile strengthII

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Engineering

Civil Engineering

The design tensile strength The allowable tensile strength

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.2.2P

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Question

A W12x35 of A992 Grade 50 steel is connected through its flange with 7/8-inch-
diameter bolts, as shown in the figure. Use the alternative value of U for the shear lag
factor and compute
a. The design tensile strength
b. The allowable tensile strength
II

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