Minimum compressive strength in N/mm2 for H1 type mortar used for masonry is
A. 3
B. 5
C. 7.5
D. 10
Answer: Option D
This Question Belongs to Civil Engineering >> Design Of Masonry Structures
Related Questions on Design of Masonry Structures
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
Join The Discussion