Home→ Design of Masonry Structures →A high lime content in a composite cement-lime mortar results in______________?

The use of relatively weak mortar__________?
In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as__________?
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than__________?
Minimum compressive strength in N/mm2 for H1 type mortar used for masonry is__________?
Which of the following will give higher ratio of brickwork strength to mortar strength ?
The timber floor not spanning on the masonry wall but properly anchored to the wall gives__________?
The mode of failure of a very short masonry member having h/t ratio of less than 4 is by __________?
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 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__________?
The thickness of each leaf of a cavity wall shall not be less than__________?
The effective height of free standing nonload bearing wall and column respectively will be__________?

A high lime content in a composite cement-lime mortar results in______________?

Consider the following statements.
1. slow hardening.
2. quick setting.
3. weaker mortar.
select the correct statements.

A. 2 and 3 are correct
B. 1 and 2 are correct
C. 1 and 3 are correct
D. 1, 2 and 3 are correct

Correct Answer: 1 and 3 are correct ✔

Last Updated: January 20, 2019