Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 10, Problem 10.4.4P
To determine
Nominal flexural strength of the given welded shape.
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The built-up girder below is comprised of four A572 Grade 50 plates welded together. Compute the section
modulus (S), plastic modulus (Z₁), and shape factor (Z₁/S). Using Table B41.b of the Specification,
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A. A truss member is made with a pair of 4"x 3" x 3/8"
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C. A 28 foot column is braced top and bottom about the X-X
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Determine the nominal flexural strength of the following welded shape: The flanges are 3 inches x 22 inches, the web is 1⁄2 inch x 70 inches, and the member is simply supported, uniformly loaded, and has continuous lateral support. A572 Grade 50 steel is used.
Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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