Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 10 cm 15 cm 30 cm 20 cm 10 cm 15 cm 30 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be Greater than 1 1 Between 0 and 1 Greater than 1 1 Between 0 and 1 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. (i) and (ii) are correct (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (iii) are correct 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 Consider the following statements:1. Masonry in rich cement mortar though having good strength with high shrinkage is much liable for surface cracks.2. Lime mortar possesses poor workability and poor water retentivity and also suffers high shrinkage.3. Masonry in lime mortar has better resistance against rain penetration and is less liable to crack when compared to masonry in cement mortar.Which of these statements are correct? 1, 2 and 3 2 and 3 1 and 2 1 and 3 1, 2 and 3 2 and 3 1 and 2 1 and 3 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
EXAMIANS