Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 5 10 7.5 3 5 10 7.5 3 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, II, III and IV Zone I only Zone I, II and III Zone I and II Zone I, II, III and IV Zone I only Zone I, II and III 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 15 19 20 25 15 19 20 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 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 Two-third of the sum of thickness of both the leaves 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 Shear Buckling Vertical tensile splitting Any of the above Shear Buckling Vertical tensile splitting Any of the above ANSWER DOWNLOAD EXAMIANS APP
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