Determine the available compressive strength (o.P) of a composite column with the length of 25 ft. pinned endsupports (K-1). and section shown below,f-5000 psi"y (steel section)=50 ksiTy (steel rebar)65 ksiE- 29000 ksiW-150 pcfIcircleT. R (R: radius)Assume buckling about minor axis of steel section (I,)W 14X132#922

Available compressive strength of the column= PN= Ac(0.85 fc')+Asfy fc'=5000 psi Ac=…

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.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.8.9P: Use the composite beam tables and select a W-shape and stud anchors for the following conditions: ...

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