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m alone)? (Assume bending arour

m alone)? (Assume bending arour

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel plate (called a cover plate) having cross-sectional dimensions 5.6 in. x 0.48 in. is welded along the full length of the bottom flange of a W 12 x 50 wide-flange beam (see figure, which shows the beam cross section I W 12 × 50 5.6 x 0.48 in. cover plate O What is the percent increase in the section modulus (as compared to the wide-flange beam alone)? (Assume bending around the horizontal centroidal axis.)
Transcribed Image Text:A steel plate (called a cover plate) having cross-sectional dimensions 5.6 in. x 0.48 in. is welded along the full length of the bottom flange of a W 12 x 50 wide-flange beam (see figure, which shows the beam cross section I W 12 × 50 5.6 x 0.48 in. cover plate O What is the percent increase in the section modulus (as compared to the wide-flange beam alone)? (Assume bending around the horizontal centroidal axis.)
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