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

Related Mcqs:

A free standing brick wall 20 cm thick is subjected to a wind pressure of 75kg/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...

If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is_________________?

A. 10% B. 25% C. 33 1/3% D. 50%...

For masonry built in 1:1:6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is_______________?

A. 0.15 MPa B. 0.125 MPa C. 0.1 MPa D. 0.075 MPa...

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 1/24 B. less than or equal to 1/6 C. more than 1/24 D. less than or equal to 1/12...

If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be_________________?

A. 0 B. between 0 and 1 C. 1 D. greater than 1...