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 Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used (ii) and (iii) are correct (i) and (ii) are correct (i) and (ii) and (iii) are correct (i) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (ii) and (iii) are correct (i) and (iii) are correct 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 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 Zone I and II Zone I, II and III 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
Design of Masonry Structures A free standing brick wall 20 cm thick is subjected to a wind pressure of 75 kg/m². The maximum height of wall from stability consideration is 1.28 m 1.5 m 0.64 m 0.96 m 1.28 m 1.5 m 0.64 m 0.96 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable? Using stronger bricks Providing a deeper foundation Providing buttresses at certain intervals Using a richer mortar Using stronger bricks Providing a deeper foundation Providing buttresses at certain intervals Using a richer mortar ANSWER DOWNLOAD EXAMIANS APP
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