Design a square tied column of smallest cross-section to carry an axial dead load of 600 kN and an axiallive load of 500 kN. Assume fc = 21 MPa and fy = 276 MPa. Use 20 mm main bars and 10 mm ties. Pu = A g = t = A st = No. of bars = Maximum steel ratio =  Iti s safe ? ___

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a square tied column of smallest cross-section to carry an axial dead load of 600 kN and an axiallive load of 500 kN. Assume fc = 21 MPa and fy = 276 MPa. Use 20 mm main bars and 10 mm ties.
Pu =
A g =
t =
A st =
No. of bars =
Maximum steel ratio = 

Iti s safe ? ___

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