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 =

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter5: Beams
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Problem 5.6.3P
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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 =

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
%
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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