ds and . Use LRFD and determine whether this

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2/The beam-column in Figure is a member of a braced frame. A second-order
analysis was performed with factored loads and reduced member stiffinesses to
obtain the moments and axial force shown. Use LRFD and determine whether this
member is adequate
602 k
M,
420 ft-k
ntx
= 150 ft-k
nty
13'
W14 X 132
602 k
Transcribed Image Text:Q2/The beam-column in Figure is a member of a braced frame. A second-order analysis was performed with factored loads and reduced member stiffinesses to obtain the moments and axial force shown. Use LRFD and determine whether this member is adequate 602 k M, 420 ft-k ntx = 150 ft-k nty 13' W14 X 132 602 k
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