Design of Masonry Structures A free standing brick wall 20 cm thick is subjected to a wind pressure of 75 kg/m². The maximum height of wall from stability consideration is 0.96 m 0.64 m 1.28 m 1.5 m 0.96 m 0.64 m 1.28 m 1.5 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have None of above Less strength High shrinkage Both (A) and (B) None of above Less strength High shrinkage Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures 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 1.2 kg/cm² 1.0 kg/cm² 0.7 kg/cm² 0.4 kg/cm² 1.2 kg/cm² 1.0 kg/cm² 0.7 kg/cm² 0.4 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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 100 cm 60 cm 75 cm 50 cm 100 cm 60 cm 75 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is Less than or equal to 1/12 Less than or equal to 1/24 More than 1/24 Less than or equal to 1/6 Less than or equal to 1/12 Less than or equal to 1/24 More than 1/24 Less than or equal to 1/6 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures 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? Using a richer mortar Providing buttresses at certain intervals Providing a deeper foundation Using stronger bricks Using a richer mortar Providing buttresses at certain intervals Providing a deeper foundation Using stronger bricks ANSWER DOWNLOAD EXAMIANS APP
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