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The beam-column in Figure . second-order analysis was performed with factored loads and reduced member stiffnesses to obtain the moments and axial force shown. Use is a member of a braced frame. A LRFD and determine whether this member is adequate. 602 k M. = 420 ft-k ntx Mnty = 150 ft-k 1 13' W14 X 132

The beam-column in Figure . second-order analysis was performed with factored loads and reduced member stiffnesses to obtain the moments and axial force shown. Use is a member of a braced frame. A LRFD and determine whether this member is adequate. 602 k M. = 420 ft-k ntx Mnty = 150 ft-k 1 13' W14 X 132

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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The beam-column in Figure . second-order analysis was performed with factored loads and reduced member stiffnesses to obtain the moments and axial force shown. Use is a member of a braced frame. A LRFD and determine whether this member is adequate.
Transcribed Image Text:The beam-column in Figure . second-order analysis was performed with factored loads and reduced member stiffnesses to obtain the moments and axial force shown. Use is a member of a braced frame. A LRFD and determine whether this member is adequate.
602 k M. = 420 ft-k ntx Mnty = 150 ft-k 1 13' W14 X 132
Transcribed Image Text:602 k M. = 420 ft-k ntx Mnty = 150 ft-k 1 13' W14 X 132
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