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.3 m Pa = 1100 kN Ma = 325 kN - m W12 X 106 K₂ = K₂ = 1.0 Ma = 325 kN - m Pa = 1100 kN W12 x 106 w = 158 kg/m A = 20100 mm² d = 328 mm br = 310 mm tw = 15.5 mm tr = 25.1 mm Ix= 388 x 106 mm²

.3 m Pa = 1100 kN Ma = 325 kN - m W12 X 106 K₂ = K₂ = 1.0 Ma = 325 kN - m Pa = 1100 kN W12 x 106 w = 158 kg/m A = 20100 mm² d = 328 mm br = 310 mm tw = 15.5 mm tr = 25.1 mm Ix= 388 x 106 mm²

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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Problem 20. The member shown is part of a braced frame. Bending is about the x-axis and the steel is ASTM A992. For the member shown, the factor Cm that will be used to compute the amplification factor is
 
0.2
0.4
0.6
1.0
 
21. For the member shown in  problem 20, using ASD,  compute the moment amplification factor B1.
 
a 1.0
b 1.04
c 1.07
d 1.09
← 4.3 m Pa = 1100 kN Ma = 325 kN - m W12 X 106 K₂ = K₂ = 1.0 Ma = 325 kN - m Pa = 1100 kN W12 x 106 w = 158 kg/m A = 20100 mm² d = 328 mm bf = 310 mm tw = 15.5 mm t+= 25.1 mm lx = 388 x 106 mm²
Transcribed Image Text:← 4.3 m Pa = 1100 kN Ma = 325 kN - m W12 X 106 K₂ = K₂ = 1.0 Ma = 325 kN - m Pa = 1100 kN W12 x 106 w = 158 kg/m A = 20100 mm² d = 328 mm bf = 310 mm tw = 15.5 mm t+= 25.1 mm lx = 388 x 106 mm²
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