One column of a building is a 450mm × 450mm square column reinforced with 8 – 28 mm diameter bars (fy = 415 MPa) that are arranged symmetrically around the column perimeter. Ties are to be 12mm diameters with clear concrete cover of 40mm. 1. If concrete is to be 20.7 MPa, find the nominal axial load that the column section could carry. Assume K = 1.5 Lu = 1.9 m. Assume our column not braced against sidesway. a. 4222.2 kN b. 4416.5 kN c. 4123.9 kN d. 4070.6 kN
One column of a building is a 450mm × 450mm square column reinforced with 8 – 28 mm diameter bars (fy = 415 MPa) that are arranged symmetrically around the column perimeter. Ties are to be 12mm diameters with clear concrete cover of 40mm. 1. If concrete is to be 20.7 MPa, find the nominal axial load that the column section could carry. Assume K = 1.5 Lu = 1.9 m. Assume our column not braced against sidesway. a. 4222.2 kN b. 4416.5 kN c. 4123.9 kN d. 4070.6 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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One column of a building is a 450mm × 450mm square column reinforced with 8 – 28 mm diameter bars (fy = 415 MPa) that are arranged symmetrically around the column perimeter. Ties are to be 12mm diameters with clear concrete cover of 40mm.
1. If concrete is to be 20.7 MPa, find the nominal axial load that the column section could carry. Assume K = 1.5 Lu = 1.9 m. Assume our column not braced against sidesway.
a. 4222.2 kN
b. 4416.5 kN
c. 4123.9 kN
d. 4070.6 kN
2. Find the column nominal capacity at balanced eccentricity.
a. 1527.33 kN
b. 1216.5 kN
c. 658.3 kN
d. 1208.8 kN
3. Find the Moment at balanced eccentricity.
a. 620.8 kN.m
b. 681.5 kN.m
c. 470.4 kN.m
d. 683.0 kN.m
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