Design of Masonry Structures In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves Actual thickness of the stronger leaf Larger of (B) and (C) Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves Actual thickness of the stronger leaf Larger of (B) and (C) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 15 cm 20 cm 10 cm 30 cm 15 cm 20 cm 10 cm 30 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 Both (A) and (B) None of above High shrinkage Less strength Both (A) and (B) None of above High shrinkage Less strength ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half brick load-bearing wall,(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,(iii) Chases should be provided near to bearings of beams and lintels. (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below: A is true but R is false A is false but R is true Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is true but R is false A is false but R is true Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A 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 75 cm 50 cm 60 cm 100 cm 75 cm 50 cm 60 cm ANSWER DOWNLOAD EXAMIANS APP
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