moments that cause bending about both axes of the member. A order analysis was performed with factored loads and reduced stiffnesses to obtain the moments and axial force. Use LRFD ar the lightest W shape of A992 steel. 140k M = 150 ft-k M = 150 ft-k uy %3D 16' V.jar

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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6.8-4
A member in a braced frame supports an axial compressive load and end
moments that cause bending about both axes of the member. A second-
order analysis was performed with factored loads and reduced member
stiffnesses to obtain the moments and axial force. Use LRFD and select
the lightest W shape of A992 steel.
140k
M
150 ft-k
M,
= 150 ft-k
uy
ww.jar
16'
M
= 75 ft-k
M
= 75 ft-k
uy
FIGURE P6.8-4
Transcribed Image Text:6.8-4 A member in a braced frame supports an axial compressive load and end moments that cause bending about both axes of the member. A second- order analysis was performed with factored loads and reduced member stiffnesses to obtain the moments and axial force. Use LRFD and select the lightest W shape of A992 steel. 140k M 150 ft-k M, = 150 ft-k uy ww.jar 16' M = 75 ft-k M = 75 ft-k uy FIGURE P6.8-4
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