Design of Masonry Structures
The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is

More than 1/24
Less than or equal to 1/6
Less than or equal to 1/24
Less than or equal to 1/12

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Design of Masonry Structures
Consider the following statements: The use of relatively weak mortar
1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful.
2. Will result in reduction of stresses due to differential expansion of masonry units.

2 alone is correct
Both 1 and 2 are correct
1 alone is correct
Neither 1 nor 2 is correct

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