A steel plate (called a cover plate) having cross-sectional dimensions W2 5.0 in. x 0.4 in. is welded along the full length of the bottom flange of a W, 12.0 in. x 87.0 in. wide-flange beam (see the figure, which shows the beam cross section). I W2 cover plate What is the percent increase in the smaller section modulus (as compared to the wide-flange beam alone)? Round your answer to two decimal places. % in smaller section modulus =
A steel plate (called a cover plate) having cross-sectional dimensions W2 5.0 in. x 0.4 in. is welded along the full length of the bottom flange of a W, 12.0 in. x 87.0 in. wide-flange beam (see the figure, which shows the beam cross section). I W2 cover plate What is the percent increase in the smaller section modulus (as compared to the wide-flange beam alone)? Round your answer to two decimal places. % in smaller section modulus =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel plate (called a cover plate) having cross-sectional dimensions W2 5.0 in. x 0.4 in. is welded along the full length of the bottom flange of a W, 12.0 in. x 87.0 in. wide-flange beam (see the figure, which shows the beam cross section). I W2 cover plate What is the percent increase in the smaller section modulus (as compared to the wide-flange beam alone)? Round your answer to two decimal places. % in smaller section modulus =

Transcribed Image Text:A steel plate (called a cover plate) having cross-sectional dimensions W2 5.0 in. x 0.4 in. is welded along the full length of the bottom flange
of a W1 12.0 in. x 87.0 in. wide-flange beam (see the figure, which shows the beam cross section).
w,
w2 cover plate
What is the percent increase in the smaller section modulus (as compared to the wide-flange beam alone)? Round your answer to two decimal
places.
% in smaller section modulus
%
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