When can bending stress be ignored in a wall or column subjected to an effective vertical load based on the eccentricity ratio?

Design of Masonry Structures MCQs for PPSC, FPSC, NTS, and Pakistan government job tests. Select an option below, then read the explanation.

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Subject
Design of Masonry Structurescivil-engineering-mcqs › design-of-masonry-structures
Published
19 Jan 2019
Last updated
28 May 2026

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Explanation

Bending stress in walls or columns under vertical loads can be neglected when the eccentricity ratio does not exceed 1/24. Beyond this limit, bending effects must be taken into account to ensure structural safety.

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