Design of Masonry Structures Water retentivity for brick masonry should not be less than 60 % 80 % 70 % 50 % 60 % 80 % 70 % 50 % 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 Actual thickness of the stronger leaf Sum of thickness of both leaves Larger of (B) and (C) Two-third of the sum of thickness of both the leaves Actual thickness of the stronger leaf Sum of thickness of both leaves Larger of (B) and (C) Two-third of the sum of thickness of both the leaves 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 Both (A) and (B) None of above Less strength High shrinkage Both (A) and (B) None of above Less strength High shrinkage ANSWER DOWNLOAD EXAMIANS APP
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? % 10 % 50 % 25 % 33? % 10 % 50 % ANSWER DOWNLOAD EXAMIANS APP
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 0.64 m 0.96 m 1.5 m 1.28 m 0.64 m 0.96 m 1.5 m 1.28 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in Zone I only Zone I, II, III and IV Zone I and II Zone I, II and III Zone I only Zone I, II, III and IV Zone I and II Zone I, II and III ANSWER DOWNLOAD EXAMIANS APP
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