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A tied column 450 mm square is reinforced with 8 -28 mm φ equally distributed on its sides. The unsupported length of the the column is 2.6 m and is prevented to sidesway due to shear walls. K = 1.0, fc' = 20.7 MPa and fy = 415 MPa. Use 40 mm covering measured from center to center of reinforcement with tie diameter is 12 mm. Es = 200 GPa.
Determine the nominal load that the column could carry.
4415.6 kN
4416.5 kN
4614.5 kN
4641.6 kN
Answer:
4416.5 kN
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