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Determine the available compressive strength (p.P) of a composite column with the length of 25 t. pinned end supports (K-1), and section shown below. fe-5000 psi Ty (steel section)-50 ksi fy (steel rebar) 65 ksi E,- 29000 ksi W-150 pcf Icircte T. R (R: radius) Assume buckling about minor axis of steel section (1,) W 14X132 I.

Determine the available compressive strength (p.P) of a composite column with the length of 25 t. pinned end supports (K-1), and section shown below. fe-5000 psi Ty (steel section)-50 ksi fy (steel rebar) 65 ksi E,- 29000 ksi W-150 pcf Icircte T. R (R: radius) Assume buckling about minor axis of steel section (1,) W 14X132 I.

Structural Analysis
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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Determine the available compressive strength (o.P) of a composite column with the length of 25 ft. pinned end supports (K-1). and section shown below, f-5000 psi "y (steel section)=50 ksi Ty (steel rebar)65 ksi E- 29000 ksi W-150 pcf IcircleT. R (R: radius) Assume buckling about minor axis of steel section (I,) W 14X132 #9 22
Transcribed Image Text:Determine the available compressive strength (o.P) of a composite column with the length of 25 ft. pinned end supports (K-1). and section shown below, f-5000 psi "y (steel section)=50 ksi Ty (steel rebar)65 ksi E- 29000 ksi W-150 pcf IcircleT. R (R: radius) Assume buckling about minor axis of steel section (I,) W 14X132 #9 22
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