A reinforced concrete tied column carries an axial dead load of 650 kN and an axial live load of 800 kN. F'c = 28 MPa, fy = 400 MPa. 1. Compute the smallest dimension of the tied column if the steel ratio is 2% 2. Compute the number of 20 mm diameter bars. 3. Compute the clear spacing between the longitudinal bars if tie diameter of tie wire is 10 mm with a clear cover of 40 mm 4. Compute the spacing of 10 mm tie wires.

A reinforced concrete tied column carries an axial dead load of 650 kN and an axial live load of 800 kN. F'c = 28 MPa, fy = 400 MPa. 1. Compute the smallest dimension of the tied column if the steel ratio is 2% 2. Compute the number of 20 mm diameter bars. 3. Compute the clear spacing between the longitudinal bars if tie diameter of tie wire is 10 mm with a clear cover of 40 mm 4. Compute the spacing of 10 mm tie wires.

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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