Problem 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 side sway. Steel ratio is at 1.70%. Given: Axial loads at service condition Dead Load, DL= 3,384 kN Live load, LL 1,549 KN = Compressive strength, fc' = 27.5 MPa Steel yield strength, fy 413 MPa = Find the number of 32 mm diameter bars considering ultimate design load condition. (round up to the next whole number)

Problem 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 side sway. Steel ratio is at 1.70%. Given: Axial loads at service condition Dead Load, DL= 3,384 kN Live load, LL 1,549 KN = Compressive strength, fc' = 27.5 MPa Steel yield strength, fy 413 MPa = Find the number of 32 mm diameter bars considering ultimate design load condition. (round up to the next whole number)

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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