Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be The same in both the cases Less 100 % More The same in both the cases Less 100 % More ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is 0.15 MPa 0.1 MPa 0.125 MPa 0.075 MPa 0.15 MPa 0.1 MPa 0.125 MPa 0.075 MPa ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is 25 19 15 20 25 19 15 20 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of 1.2 1.6 1.4 2 1.2 1.6 1.4 2 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) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct 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 1.0H and 1.0H 2.0H and 2.0H 1.5H and 1.5H 2.0H and 1.5H 1.0H and 1.0H 2.0H and 2.0H ANSWER DOWNLOAD EXAMIANS APP
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