Solve the capacity of a 4.2-m steel column, pin-supported at both ends, having the cross section as shown. a.) Nominal axial compressive load capacity 390 mm I X Use Fy = 350 MPa. 300 mm 952,725,000.00 N 12,618,250.5320 N 8,730,040.2741 N 55 mm 45 mm 45 mm

Solve the capacity of a 4.2-m steel column, pin-supported at both ends, having the cross section as shown. a.) Nominal axial compressive load capacity 390 mm I X Use Fy = 350 MPa. 300 mm 952,725,000.00 N 12,618,250.5320 N 8,730,040.2741 N 55 mm 45 mm 45 mm

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.) Nominal axial compressive load capacity
390 mm
300 mm
I
X
Use Fy = 350 MPa.
952,725,000.00 N
O 12,618,250.5320 N
8,730,040.2741 N
O 11,557,992.5006 N
55 mm
45 mm
45 mm

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