Solve the capacity of a 4.2-m steel column, pin-supported at both ends,having the cross section as shown.a.) Service axial compressive load capacity (ASD)390 mm XUse Fy-350 MPa.O 11.557.992.5006 NO 10.402.193.2506 NO206,659.375,00 NO 6.920,953.5932 N300 mmy:55 mm45 mm45 mm

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Solve the capacity of a 4.2-m steel column, pin-supported at both ends, having the cross section as shown. a.) Service axial compressive load capacity (ASD)

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.) Service axial compressive load capacity (ASD)
390 mm X
Use Fy-350 MPa.
O 11.557.992.5006 N
O 10.402.193.2506 N
O206,659.375,00 N
O 6.920,953.5932 N
300 mm
y:
55 mm
45 mm
45 mm

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Step 2: determination of radius of gyration about XX & YY axes

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Step 3: determination of service axial compressive load capacity as per ASD

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