A 400 x 800mm rectangular tied column is reinforced with 16-30mm as shown below. Factored loading at each end consists of an eccentric load of 2000kN with eccentricity (d), concentric load of 1900KN and a factored non-sway moment 180KN.m about axis x-x. Find the maximum safe value of (d). Use f = 27.6 MPa, fy = 414 MPa, Ba = 0.58, 44 = 9.8m, Q = 0.04, Y = 3 and %3D %3D top Yoott. = 4.

A 400 x 800mm rectangular tied column is reinforced with 16-30mm as shown below. Factored loading at each end consists of an eccentric load of 2000kN with eccentricity (d), concentric load of 1900KN and a factored non-sway moment 180KN.m about axis x-x. Find the maximum safe value of (d). Use f = 27.6 MPa, fy = 414 MPa, Ba = 0.58, 44 = 9.8m, Q = 0.04, Y = 3 and %3D %3D top Yoott. = 4.

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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