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 25 % 10 % 50 % 33? % 25 % 10 % 50 % 33? % ANSWER DOWNLOAD EXAMIANS APP
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 50 cm 100 cm 60 cm 75 cm 50 cm 100 cm 60 cm 75 cm 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 0.64 m 1.5 m 0.96 m 1.28 m 0.64 m 1.5 m 0.96 m 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 1.0 H 0.85 H 0.75 H 1.5 H 1.0 H 0.85 H 0.75 H 1.5 H ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 14 to 18 cm 9 to 13 cm 5 to 8 cm 19 to 23 cm 14 to 18 cm 9 to 13 cm 5 to 8 cm 19 to 23 cm 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 Vertical tensile splitting Shear Buckling Any of the above Vertical tensile splitting Shear Buckling Any of the above ANSWER DOWNLOAD EXAMIANS APP
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