Design of Masonry Structures Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have Less strength Both (A) and (B) None of above High shrinkage Less strength Both (A) and (B) None of above High shrinkage 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 15 cm 10 cm 30 cm 20 cm 15 cm 10 cm 30 cm 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, II, III and IV Zone I only Zone I and II Zone I, II and III Zone I, II, III and IV Zone I only Zone I and II Zone I, II and III ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is 33? % 10 % 50 % 25 % 33? % 10 % 50 % 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 5 cm 15 cm 10 cm 7.5 cm 5 cm 15 cm 10 cm 7.5 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 1.0H and 1.0H 2.0H and 2.0H 1.5H and 1.5H 2.0H and 1.5H 1.0H and 1.0H 2.0H and 2.0H 1.5H and 1.5H 2.0H and 1.5H ANSWER DOWNLOAD EXAMIANS APP
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