The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of 1.6 1.2 1.4 2 TRUE ANSWER : ? YOUR ANSWER : ?
Consider the following statements regarding provision of chases in masonry,<br/>(i) No chase should be permitted in a half brick load-bearing wall,<br/>(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,<br/>(iii) Chases should be provided near to bearings of beams and lintels. (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct TRUE ANSWER : ? YOUR ANSWER : ?
For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable? Providing a deeper foundation Using a richer mortar Providing buttresses at certain intervals Using stronger bricks TRUE ANSWER : ? YOUR ANSWER : ?
Consider the following statements: The use of relatively weak mortar 1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful. 2. Will result in reduction of stresses due to differential expansion of masonry units. 2 alone is correct 1 alone is correct Neither 1 nor 2 is correct Both 1 and 2 are correct TRUE ANSWER : ? YOUR ANSWER : ?
The timber floor not spanning on the masonry wall but properly anchored to the wall gives Lateral restraint but not rotational restraint Both lateral and rotational restraints Neither lateral nor rotational restraint Rotational restraint but not lateral restraint TRUE ANSWER : ? YOUR ANSWER : ?
The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Vertical tensile splitting Any of the above Buckling Shear TRUE ANSWER : ? YOUR ANSWER : ?
Full restraint is provided by(i) Foundation footing of a wall(ii) Timber floor spanning on the wall and anchored to the wall(iii) RCC slab with a minimum bearing of 10 cm on the wall (ii) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (i) and (iii) are correct TRUE ANSWER : ? YOUR ANSWER : ?
For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than Vi x height of longer opening Ax height of shorter opening Vt x height of shorter opening Vt x height of longer opening TRUE ANSWER : ? YOUR ANSWER : ?
Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 10 3 5 7.5 TRUE ANSWER : ? YOUR ANSWER : ?
Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group 4 % 6 % 5 % 7 % TRUE ANSWER : ? YOUR ANSWER : ?