Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 7.5 10 3 5 7.5 10 3 5 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 (ii) and (iii) (i) and (ii) (ii) and (iv) (i) and (iii) (ii) and (iii) (i) and (ii) (ii) and (iv) (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 20 cm 30 cm 10 cm 15 cm 20 cm 30 cm 10 cm 15 cm 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 (iii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct 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 Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Buckling Any of the above Vertical tensile splitting Shear Buckling Any of the above Vertical tensile splitting Shear ANSWER DOWNLOAD EXAMIANS APP
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