Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 9 to 13 cm 5 to 8 cm 19 to 23 cm 14 to 18 cm 9 to 13 cm 5 to 8 cm 19 to 23 cm 14 to 18 cm 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? 2 and 3 1, 2 and 3 1 and 2 1 and 3 2 and 3 1, 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 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 Actual thickness of the stronger leaf Sum of thickness of both leaves ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding bands to be provided for strengthening masonry work in masonry buildings constructed in zone III, IV and V.(i) Lintel band is provided at lintel level on partition walls,(ii) Gable band is provided at top of gable masonry below the purlins,(iii) The bands shall be to full width of the wall and not less than 7.5 cm in depth,(iv) The bands shall be made of reinforced concrete only.of these statements, the correct statements are (i) and (iii) (ii) and (iv) (i) and (ii) (ii) and (iii) (i) and (iii) (ii) and (iv) (i) and (ii) (ii) and (iii) 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 High shrinkage Both (A) and (B) Less strength None of above High shrinkage Both (A) and (B) Less strength 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 (i) and (ii) are correct (i), (ii) and (iii) are correct Only (ii) is correct (ii) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct Only (ii) is correct (ii) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
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