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? 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 Using stronger bricks 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 100 cm 50 cm 75 cm 60 cm 100 cm 50 cm 75 cm 60 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 The same in both the cases 100 % Less More The same in both the cases 100 % Less 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 Buckling Shear Vertical tensile splitting Any of the above Buckling Shear Vertical tensile splitting 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 0.85 H 1.5 H 0.75 H 1.0 H 0.85 H 1.5 H 0.75 H 1.0 H ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 10 cm 15 cm 30 cm 20 cm 10 cm 15 cm 30 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
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