Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 5 to 8 cm 14 to 18 cm 19 to 23 cm 9 to 13 cm 5 to 8 cm 14 to 18 cm 19 to 23 cm 9 to 13 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is 0.1 0.09 0.095 0.105 0.1 0.09 0.095 0.105 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 25 20 15 19 25 20 15 19 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 (i), (ii) and (iii) are correct (i) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (i) and (iii) are correct (ii) and (iii) are correct 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 30 cm 10 cm 15 cm 20 cm 30 cm 10 cm 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 Only (ii) is correct (i), (ii) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct Only (ii) is correct (i), (ii) and (iii) are correct (i) and (ii) are correct ANSWER DOWNLOAD EXAMIANS APP
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