A column of square section 40 mm x 40mto the ground carries an eccentric load P of 1600mm, fixedN as shown in the figure.eP40mmB40mmIf stress developed along the edge CD is -1.2 N/mm², the stress along the edge AB will be(a) - 1.2 N/mm²(b) + 1 N/mm²(c) + 0.8 N/mm²(d) - 0.8 N/mm²Cro

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A column of square section 40 mm x 40 mm, fixed to the ground carries an eccentric load P of 1600 N as shown in the figure. HeAP 40mm B 14 40mm If stress developed along the edge CD is - 1.2 N/ mm², the stress along the edge AB will be (a) - 1.2 N/mm² (b) + 1 N/mm² (c) + 0.8 N/mm² (d) - 0.8 N/mm² RO

A column of square section 40 mm x 40 mm, fixed to the ground carries an eccentric load P of 1600 N as shown in the figure. HeAP 40mm B 14 40mm If stress developed along the edge CD is - 1.2 N/ mm², the stress along the edge AB will be (a) - 1.2 N/mm² (b) + 1 N/mm² (c) + 0.8 N/mm² (d) - 0.8 N/mm² RO

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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