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 50 % 10 % 25 % 33? % 50 % 10 % 25 % 33? % 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 1.5 m 0.96 m 0.64 m 1.28 m 1.5 m 0.96 m 0.64 m 1.28 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 buttresses at certain intervals Providing a deeper foundation Using a richer mortar Using stronger bricks Providing buttresses at certain intervals Providing a deeper foundation Using a richer mortar ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be Greater than 1 Between 0 and 1 1 Greater than 1 Between 0 and 1 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group 5 % 6 % 7 % 4 % 5 % 6 % 7 % 4 % 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 Shear Buckling Vertical tensile splitting Any of the above Shear Buckling Vertical tensile splitting Any of the above ANSWER DOWNLOAD EXAMIANS APP
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