Problem 3b. The built-up shown has Fy=50 ksi MC18 X 42.7 W12 X 72 KL = 18.5 ft %3D Find the following: a. The KL/r b. The design strength for LRFD. c. The allowable strength for ASD.

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Author:Segui, William T.
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Chapter5: Beams
Section: Chapter Questions
Problem 5.5.10P: If the beam in Problem 5.5-9 i5 braced at A, B, and C, compute for the unbr Cb aced length AC (same...
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Problem 3b. The built-up shown has Fy=50 ksi
MC18X 42.7
W12 X 72
KL = 18.5 ft
%3D
Find the following:
a. The KL/r
b. The design strength for LRFD.
c. The allowable strength for ASD.
d. Is the section? Why?
Transcribed Image Text:Problem 3b. The built-up shown has Fy=50 ksi MC18X 42.7 W12 X 72 KL = 18.5 ft %3D Find the following: a. The KL/r b. The design strength for LRFD. c. The allowable strength for ASD. d. Is the section? Why?
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