Question No : 29
A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is
Question No : 30
The timber floor not spanning on the masonry wall but properly anchored to the wall gives
Question No : 31
The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of
Question No : 32
For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than
Question No : 33
If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to
Question No : 34
In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of
Question No : 35
Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be