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built up compression section is shown in the figure. This forms a non-standard wide flange section. Assume KL - 2.4 m. Use A36 steel with Fy 248 MPa. Use NSCP Specifications. E-200 GPA. a) Compute the reduction factor Q for unstiffened elements. b) Compute the reduction factor Qa, for stiffened elements. c) Compute the safe axial capacity of the section. 276mm 250mm 12mm 6mm

built up compression section is shown in the figure. This forms a non-standard wide flange section. Assume KL - 2.4 m. Use A36 steel with Fy 248 MPa. Use NSCP Specifications. E-200 GPA. a) Compute the reduction factor Q for unstiffened elements. b) Compute the reduction factor Qa, for stiffened elements. c) Compute the safe axial capacity of the section. 276mm 250mm 12mm 6mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Civil engineering- Steel Design

 

A built up compression section is shown in the figure. This forms a non-standard wide flange section. Assume KL - 2.4 m. Use A36 steel with Fy-248 MPa. Use NSCP Specifications. E-200 GPa a) Compute the reduction factor Qs, for unstiffened elements. b) Compute the reduction factor Qe, for stiffened elements. c) Compute the safe axial capacity of the section. 276mm 250mm 12mm 6mm
Transcribed Image Text:A built up compression section is shown in the figure. This forms a non-standard wide flange section. Assume KL - 2.4 m. Use A36 steel with Fy-248 MPa. Use NSCP Specifications. E-200 GPa a) Compute the reduction factor Qs, for unstiffened elements. b) Compute the reduction factor Qe, for stiffened elements. c) Compute the safe axial capacity of the section. 276mm 250mm 12mm 6mm
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