Design a square tied column to support an unfactored axial dead load of 900kN and live load of 1240 KN. Use fy=414 MPe and fc = 27.6 MPa. Assume 2% steel ratio. a) Ag=? b) As = ?

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Chapter2: Loads On Structures
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Design a square tied column to support an unfactored axial dead load of 900kN and live load of 1240 kN.
Use fy=414 MPa and fc = 27.6 MPa. Assume 2% steel ratio.
a) Ag = ?
b) As = ?
Transcribed Image Text:Design a square tied column to support an unfactored axial dead load of 900kN and live load of 1240 kN. Use fy=414 MPa and fc = 27.6 MPa. Assume 2% steel ratio. a) Ag = ? b) As = ?
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