Design of Masonry Structures If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is 25 % 33? % 50 % 10 % 25 % 33? % 50 % 10 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of 1.4 1.6 1.2 2 1.4 1.6 1.2 2 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? Providing buttresses at certain intervals Using stronger bricks Providing a deeper foundation Using a richer mortar Providing buttresses at certain intervals Using stronger bricks Providing a deeper foundation Using a richer mortar ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 19 to 23 cm 9 to 13 cm 5 to 8 cm 14 to 18 cm 19 to 23 cm 9 to 13 cm 5 to 8 cm 14 to 18 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Cement mortars richer than 1 : 3 are not used in masonry because(i) There is no gain in strength of masonry(ii) There is high shrinkage(iii) They are prone to segregation (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct Only (ii) is correct (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct Only (ii) is correct ANSWER DOWNLOAD EXAMIANS APP
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