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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.) 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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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.) 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
Transcribed Image Text: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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