Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 20 cm 30 cm 10 cm 15 cm 20 cm 30 cm 10 cm 15 cm 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 % 4 % 5 % 7 % 6 % 4 % 5 % 7 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of 1.0 kg/cm² 0.4 kg/cm² 1.2 kg/cm² 0.7 kg/cm² 1.0 kg/cm² 0.4 kg/cm² 1.2 kg/cm² 0.7 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 5 3 10 7.5 5 3 10 7.5 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 20 19 15 25 20 19 15 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 2.0H and 2.0H 1.5H and 1.5H 1.0H and 1.0H 2.0H and 1.5H 2.0H and 2.0H 1.5H and 1.5H 1.0H and 1.0H 2.0H and 1.5H ANSWER DOWNLOAD EXAMIANS APP
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