Design of Masonry Structures For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than 60 cm 75 cm 100 cm 50 cm 60 cm 75 cm 100 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be 0.75 H 0.85 H 1.5 H 1.0 H 0.75 H 0.85 H 1.5 H 1.0 H 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 10 % 33? % 50 % 25 % 10 % 33? % 50 % 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 15 cm 5 cm 10 cm 7.5 cm 15 cm 5 cm 10 cm 7.5 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 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 Zone I and II 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 Any of the above Shear Vertical tensile splitting Buckling Any of the above Shear Vertical tensile splitting Buckling ANSWER DOWNLOAD EXAMIANS APP
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