Design of Masonry Structures For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than 75 cm 100 cm 50 cm 60 cm 75 cm 100 cm 50 cm 60 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 1.5H and 1.5H 2.0H and 2.0H 2.0H and 1.5H 1.0H and 1.0H 1.5H and 1.5H 2.0H and 2.0H 2.0H and 1.5H 1.0H and 1.0H ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 7.5 cm 15 cm 5 cm 10 cm 7.5 cm 15 cm 5 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures 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. 1 alone is correct 2 alone is correct Neither 1 nor 2 is correct Both 1 and 2 are correct 1 alone is correct 2 alone is correct Neither 1 nor 2 is correct Both 1 and 2 are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar. 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1, 2 and 3 are correct 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1, 2 and 3 are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be 1.0 H 1.5 H 0.75 H 0.85 H 1.0 H 1.5 H 0.75 H 0.85 H ANSWER DOWNLOAD EXAMIANS APP
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