F 16' 140 k M M MX 150 ft-k 150 ft-k M = 75 ft-k My = 75 ft-k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
FIGURE P6.8-4
Transcribed Image Text:F
16'
140 k
M
M
MX
150 ft-k
150 ft-k
M = 75 ft-k
My = 75 ft-k
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