1. 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 strength1/2

Geometrical properties of W12x35 section is Ag=10.3 in2d=12.5 inbf=6.56 intf=0.52 intw=0.3…

1. A W12x35 of A992 Grade 50 steel is connected through its diameter bolts, as shown in the figure. Use the alternative factor and compute a. The design tensile strength b. The allowable tensile strength

1. A W12x35 of A992 Grade 50 steel is connected through its diameter bolts, as shown in the figure. Use the alternative factor and compute a. The design tensile strength b. 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.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.6P

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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

1. 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
1/2

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