ExamVeda
Login
Home

For earthquake resistant masonry buildings the vertical distance between openings one...

This question belongs to Civil Engineering Design Of Masonry Structures
Design of Masonry Structures
?

For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than

Answer & Solution
Correct Answer: Option B
Let's discuss the solution. Join the discussion
Examveda
Question posted by Examveda
Community

Join the Discussion

No comments yet Be the first to discuss this question.
Keep Learning

Related Questions on Design of Masonry Structures

A free standing brick wall 20 cm thick is subjected to a wind pressure of 75 kg/m2. The maximum height of wall from stability consideration is
A. 0.64 m B. 0.96 m C. 1.28 m D. 1.5 m
For masonry work with solid bricks, consistency of mortar should be
A. 5 to 8 cm B. 9 to 13 cm C. 14 to 18 cm D. 19 to 23 cm
Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than
A. 10 cm B. 15 cm C. 20 cm D. 30 cm
The thickness of each leaf of a cavity wall shall not be less than
A. 5 cm B. 7.5 cm C. 10 cm D. 15 cm
More Related Questions on Design of Masonry Structures