Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 5 cm 10 cm 7.5 cm 15 cm 5 cm 10 cm 7.5 cm 15 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be More 100 % The same in both the cases Less More 100 % The same in both the cases Less 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 6 % 5 % 7 % 4 % 6 % 5 % 7 % 4 % 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 1 Greater than 1 Between 0 and 1 1 Greater than 1 Between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to 0.75 0.85 0.95 0.6 0.75 0.85 0.95 0.6 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 Buckling Vertical tensile splitting Any of the above Shear Buckling Vertical tensile splitting ANSWER DOWNLOAD EXAMIANS APP
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