With the following rectangular tied column properties, check the adequacy of the biaxial column. Column Properties: b = 1.20 m %3D h = 0.40 m d' = 0.06 m %3D As = 3080 sq.mm. As' = 3080 sq.mm. Factored Loads: Pu = 1500 kN Mux = 300 kN•m %3D Muy = 300 kN-m %3D f'c = 20 MPa fy = 300 MPa %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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With the following rectangular tied column properties,
check the adequacy of the biaxial column.
Column Properties:
b = 1.20 m
h = 0.40 m
%3D
d' = 0.06 m
As = 3080 sq.mm.
As' = 3080 sq.mm.
%3D
Factored Loads:
Pu = 1500 kN
Mux = 300 kN:m
%3D
Muy = 300 kN:m
f'c = 20 MPa
fy = 300 MPa
Transcribed Image Text:With the following rectangular tied column properties, check the adequacy of the biaxial column. Column Properties: b = 1.20 m h = 0.40 m %3D d' = 0.06 m As = 3080 sq.mm. As' = 3080 sq.mm. %3D Factored Loads: Pu = 1500 kN Mux = 300 kN:m %3D Muy = 300 kN:m f'c = 20 MPa fy = 300 MPa
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