Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 3 5 10 7.5 3 5 10 7.5 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 and III Zone I only Zone I, II, III and IV Zone I and II Zone I, II and III Zone I only Zone I, II, III and IV 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 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 Larger of (B) and (C) Sum of thickness of both leaves Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Sum of thickness of both leaves 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 Buckling Shear Vertical tensile splitting Any of the above Buckling Shear Vertical tensile splitting Any of the above ANSWER DOWNLOAD EXAMIANS APP
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