The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is
A. Less than or equal to $$\frac{1}{{24}}$$
B. Less than or equal to $$\frac{1}{6}$$
C. More than $$\frac{1}{{24}}$$
D. Less than or equal to $$\frac{1}{{12}}$$
Answer: Option A
This Question Belongs to Civil Engineering >> Design Of Masonry Structures
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