Design a round spiral short column for axial loads P, = 500 kN and P : %3D %3D 650 kN. fy = 420 MPa and f'c = 35 MPa. Initially assume p, = 3%. Include the design of spiral and a sketch of the cross-section selected including %3D bar arrangements. Assume the column is not exposed to weather.
Design a round spiral short column for axial loads P, = 500 kN and P : %3D %3D 650 kN. fy = 420 MPa and f'c = 35 MPa. Initially assume p, = 3%. Include the design of spiral and a sketch of the cross-section selected including %3D bar arrangements. Assume the column is not exposed to weather.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![DESIGN OF AXIALLY LOADED COLUMNS
Design a round spiral short column for axial loads P, = 500 kN and PL
650 kN. fy = 420 MPa and f'c = 35 MPa. Initially assume p, = 3%. Include
%3D
%3D
the design of spiral and a sketch of the cross-section selected including
bar arrangements. Assume the column is not exposed to weather.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fea901528-4d18-44b7-99ba-c62c66510ca0%2Fd2c7b105-1e82-4c95-8a1a-42564ae77999%2F2ozsejb_processed.png&w=3840&q=75)
Transcribed Image Text:DESIGN OF AXIALLY LOADED COLUMNS
Design a round spiral short column for axial loads P, = 500 kN and PL
650 kN. fy = 420 MPa and f'c = 35 MPa. Initially assume p, = 3%. Include
%3D
%3D
the design of spiral and a sketch of the cross-section selected including
bar arrangements. Assume the column is not exposed to weather.
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