The reinforced concrete column shown in the figure is reinforced with twelve (12) 28mm bars. Concrete strength fc' = 21 MPa and steel yield strength fy = 415 MPa. Assume aggregates to have an average diameter of 36 mm0. Given b 600 mm, d= 800 mm. Dameter of ties, dt 12 mm Resistance Factor 0.65 Concrete strength fc' 21 MPa and steel yield strength fy 415 MPa. Assume aggregates to have an average diameter of 36 mmØ. Given: b = 600 mm, d = 800 mm. %3D Diameter of ties, dt = 12 mm Resistance Factor 0.65 Find the design axial load capacity of the column, in kN. 4800 O 5200 O 6000 O 5600

The reinforced concrete column shown in the figure is reinforced with twelve (12) 28mm bars. Concrete strength fc' = 21 MPa and steel yield strength fy = 415 MPa. Assume aggregates to have an average diameter of 36 mm0. Given b 600 mm, d= 800 mm. Dameter of ties, dt 12 mm Resistance Factor 0.65 Concrete strength fc' 21 MPa and steel yield strength fy 415 MPa. Assume aggregates to have an average diameter of 36 mmØ. Given: b = 600 mm, d = 800 mm. %3D Diameter of ties, dt = 12 mm Resistance Factor 0.65 Find the design axial load capacity of the column, in kN. 4800 O 5200 O 6000 O 5600

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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