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 a richer mortar Providing a deeper foundation Using stronger bricks Providing buttresses at certain intervals Using a richer mortar Providing a deeper foundation Using stronger bricks Providing buttresses at certain intervals 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 0.96 m 1.28 m 1.5 m 0.64 m 0.96 m 1.28 m 1.5 m 0.64 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Full restraint is provided by(i) Foundation footing of a wall(ii) Timber floor spanning on the wall and anchored to the wall(iii) RCC slab with a minimum bearing of 10 cm on the wall (i), (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (ii) and (iii) are correct (i), (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (ii) and (iii) are correct 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 75 cm 60 cm 50 cm 100 cm 75 cm 60 cm 50 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 Less The same in both the cases 100 % More Less The same in both the cases 100 % More ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 1.5H and 1.5H 2.0H and 1.5H 2.0H and 2.0H 1.0H and 1.0H 1.5H and 1.5H 2.0H and 1.5H 2.0H and 2.0H 1.0H and 1.0H ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS