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 50 cm 60 cm 75 cm 100 cm 50 cm 60 cm 75 cm 100 cm 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 Both (A) and (B) High shrinkage None of above Less strength Both (A) and (B) High shrinkage 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 Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Sum of thickness of both leaves Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Sum of thickness of both leaves Actual thickness of the stronger leaf 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) and (ii) are correct Only (ii) is correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct Only (ii) is correct (i), (ii) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is 15 25 20 19 15 25 20 19 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 and III Zone I, II, III and IV Zone I and II Zone I only Zone I, II and III Zone I, II, III and IV Zone I and II ANSWER DOWNLOAD EXAMIANS APP
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