SITUATION. The unsupported height of a spiral column bent in single curvature and braced against sidesway is 2.8 m. It has a diameter of 600 mm. Column ends are pinned. Given: Axial Loads at Service Condition Pdl = 3000 kN PII = 1800 kN Peq = 420 kN Concrete, fc' = 34 MPa Steel, fy = 415 MPa Strength Reduction Factor for Spiral Columns in Compression = 0.75 U= 1.2D + 1.0L + 1.4E Which of the following gives the slenderness ratio of the column? 4.7 9.3 18.7 15.6

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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D

(continuation)
How many 32 mm bars are needed to provide a steel ratio of 2.5 percent?
12
15
18
9.
(continuation)
Calculate the number of 25 mm diameter bars required for the ultimate axial load.
8
9.
Transcribed Image Text:(continuation) How many 32 mm bars are needed to provide a steel ratio of 2.5 percent? 12 15 18 9. (continuation) Calculate the number of 25 mm diameter bars required for the ultimate axial load. 8 9.
SITUATION.
The unsupported height of a spiral column bent in single curvature and braced against
sidesway is 2.8 m. It has a diameter of 600 mm. Column ends are pinned.
Given: Axial Loads at Service Condition
Pdl = 3000 kN
PII = 1800 kN
Peq = 420 kN
%3!
Concrete, fc' = 34 MPa
Steel, fy = 415 MPa
Strength Reduction Factor for Spiral Columns in Compression = 0.75
U= 1.2D + 1.OL + 1.4E
Which of the following gives the slenderness ratio of the column?
4.7
9.3
18.7
15.6
Transcribed Image Text:SITUATION. The unsupported height of a spiral column bent in single curvature and braced against sidesway is 2.8 m. It has a diameter of 600 mm. Column ends are pinned. Given: Axial Loads at Service Condition Pdl = 3000 kN PII = 1800 kN Peq = 420 kN %3! Concrete, fc' = 34 MPa Steel, fy = 415 MPa Strength Reduction Factor for Spiral Columns in Compression = 0.75 U= 1.2D + 1.OL + 1.4E Which of the following gives the slenderness ratio of the column? 4.7 9.3 18.7 15.6
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