Design and axially loaded short square tied column for Pu = 2,600 kN, if f'c = 28 MPa %3D %3D and fy = 350 MPa. Initially assume p = 0.02. 1. Determine the column sizes in mm. Round up your answer to the nearest 20mm. 2. Determine the number of bars using 32 mm-diameter bars. 3. Determine the maximum spacing of column ties in mm.

Design and axially loaded short square tied column for Pu = 2,600 kN, if f'c = 28 MPa %3D %3D and fy = 350 MPa. Initially assume p = 0.02. 1. Determine the column sizes in mm. Round up your answer to the nearest 20mm. 2. Determine the number of bars using 32 mm-diameter bars. 3. Determine the maximum spacing of column ties in mm.

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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