Steel Design (Activate Learning with these NEW titles from Engineering!)
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 10.7.3P
To determine

Flange and web dimensions for a plate girder using LRFD.

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Given: Consider the floor frame below supports a 6-in. concrete floor. Assume the beams and girders have full lateral support of the compression flange throughout the entire length. The floor live load is 120psf and assume concrete density is 150 pct. Column I Beam Girder 3 @15ft = 45ft I Find: The lightest W-shape beam and girder. LRFD and ASD 38 ft ✈ Copyright 2012 Peanon Education puting as Petice Hall Note: Floor continues on all sides
A plate girder cross section consists of two flanges, 11⁄2 inchesx 15 inches, and a 5⁄16-inch 3 66-inch web. A572 Grade 50 steel is used. The span length is 55 feet, the service live load is 2.0 kips/ft, and the dead load is 0.225 kips/ft, including the weight of the girder. Bearing stiffeners are placed at the ends, and intermediate stiffeners are placed at 69-20 and 12,-9,, from each end. Does this girder have enough shear strength? a. Use LRFD. b. Use ASD
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Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning