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 15 20 25 19 15 20 25 19 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 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 Larger of (B) and (C) Two-third of the sum of thickness of both the leaves ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements: The use of relatively weak mortar1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful.2. Will result in reduction of stresses due to differential expansion of masonry units. Neither 1 nor 2 is correct 1 alone is correct 2 alone is correct Both 1 and 2 are correct Neither 1 nor 2 is correct 1 alone is correct 2 alone is correct Both 1 and 2 are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 7.5 cm 10 cm 5 cm 15 cm 7.5 cm 10 cm 5 cm 15 cm 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 (ii) (ii) and (iv) (i) and (iii) (ii) and (iii) (i) and (ii) (ii) and (iv) (i) and (iii) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in Zone I and II Zone I only Zone I, II and III Zone I, II, III and IV Zone I and II Zone I only Zone I, II and III Zone I, II, III and IV ANSWER DOWNLOAD EXAMIANS APP
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