A tapered column assembly is made up from a square tubes having cross-sectional as shown in the figure. The axial loads PA=275KN and PB-3750 kN are applied to the column at levels A and B. Evaluate the axial stress in segment BC of the column. Neglect the self-weight of the structure PA 150 mm, =12 mm 150 mm (1) PB 1 = 15 mm %3D (2) 200 mm B.

A tapered column assembly is made up from a square tubes having cross-sectional as shown in the figure. The axial loads PA=275KN and PB-3750 kN are applied to the column at levels A and B. Evaluate the axial stress in segment BC of the column. Neglect the self-weight of the structure PA 150 mm, =12 mm 150 mm (1) PB 1 = 15 mm %3D (2) 200 mm B.

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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