Design of Masonry Structures
For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than

Ax height of shorter opening
Vi x height of longer opening
Vt x height of shorter opening
Vt x height of longer opening

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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.

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

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