1. A W460 x 177 column section has length of 8 m. Using NSCP 2015 Specification: Fy = 380 MPa A = 22660 mm² r₂ = 201 mm r, = 68.2 mm A. Compute for the safe axial load using ASD and LRFD if both ends are hinged B. Compute for the safe axial load using ASD and LRFD if both ends are fixed C. Compute for the safe axial load using ASD and LRFD if both ends are hinged but braced at the mid- point
1. A W460 x 177 column section has length of 8 m. Using NSCP 2015 Specification: Fy = 380 MPa A = 22660 mm² r₂ = 201 mm r, = 68.2 mm A. Compute for the safe axial load using ASD and LRFD if both ends are hinged B. Compute for the safe axial load using ASD and LRFD if both ends are fixed C. Compute for the safe axial load using ASD and LRFD if both ends are hinged but braced at the mid- point
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.5.9P
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Please answer the problem attached image.
Hint: a) pa= 1702.59kn,Pu=2558.99kn
b) Pa=3219.15kn,Pu=4838.38kn
c) Pa=4306.61kn, Pu=6472.83kn
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