Solve the capacity of a 4.2-m steel column, pin-supported at both ends, having the cross section as shown. a.) Factored axial compressive load capacity (LRFD) 300 mm 45 mm 390 mm x 55 mm 45 mm Use Fy = 350 MPa. 206,659,375.0O N 10,402,193.2506 N 11,557,992.5006 N 6,920,953.5932 N

Solve the capacity of a 4.2-m steel column, pin-supported at both ends, having the cross section as shown. a.) Factored axial compressive load capacity (LRFD) 300 mm 45 mm 390 mm x 55 mm 45 mm Use Fy = 350 MPa. 206,659,375.0O N 10,402,193.2506 N 11,557,992.5006 N 6,920,953.5932 N

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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Question

Solve the capacity of a 4.2-m steel column, pin-supported at both ends,
having the cross section as shown.
a.) Factored axial compressive load capacity (LRFD)
300 mm
45 mm
390 mm
X
55 mm
45 mm
Use Fy = 350 MPa.
206,659,375.00 N
10,402,193.2506 N
11,557,992.5006 N
6,920,953.5932 N

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