SITUATION 2. A spiral column 600 mm in diameter has an unsupported height of 2.4 m. The column is bent in single curvature and is braced against sidesway. Given: Axial loads at service condition Dead Load, DL = 3200 kN Live Load, LL = 1420 kN Compressive strength, f,' = 28 MPa Steel yield strength, fy = 413 MPa 5. If the required steel ratio is 1.7%, find the corresponding number of 28 mm diameters required. c. 10 bars d. 12 bars a. 6 bars b. 8 bars 6. Find the number of 32mmø bars required the ultimate design load strength, U=1.2D +1.6L. a. 6 bars b. 8 bars c. 10 bars d. 12 bars

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION 2.
A spiral column 600 mm in diameter has an unsupported height of 2.4 m. The column is bent in single
curvature and is braced against sidesway.
Given: Axial loads at service condition
Dead Load, DL = 3200 kN
Live Load, LL = 1420 kN
Compressive strength, f' = 28 MPa
Steel yield strength, fy = 413 MPa
5. If the required steel ratio is 1.7%, find the corresponding number of 28 mm diameters required.
a. 6 bars
c. 10 bars
b. 8 bars
d. 12 bars
6. Find the number of 32mmø bars required the ultimate design load strength, U=1.2D +1.6L.
a. 6 bars
b. 8 bars
c. 10 bars
d. 12 bars
Transcribed Image Text:SITUATION 2. A spiral column 600 mm in diameter has an unsupported height of 2.4 m. The column is bent in single curvature and is braced against sidesway. Given: Axial loads at service condition Dead Load, DL = 3200 kN Live Load, LL = 1420 kN Compressive strength, f' = 28 MPa Steel yield strength, fy = 413 MPa 5. If the required steel ratio is 1.7%, find the corresponding number of 28 mm diameters required. a. 6 bars c. 10 bars b. 8 bars d. 12 bars 6. Find the number of 32mmø bars required the ultimate design load strength, U=1.2D +1.6L. a. 6 bars b. 8 bars c. 10 bars d. 12 bars
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