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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6769e9eb-e5d7-493f-828e-186efef09cdb%2F2e89764b-09e8-433e-a58c-c6185ca54a4e%2F9c634r_processed.jpeg&w=3840&q=75)
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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