Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 10 cm 30 cm 15 cm 20 cm 10 cm 30 cm 15 cm 20 cm 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 If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is 25 % 50 % 33? % 10 % 25 % 50 % 33? % 10 % 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 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 1.5H and 1.5H 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 60 cm 50 cm 75 cm 100 cm 60 cm 50 cm 75 cm 100 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 19 to 23 cm 5 to 8 cm 9 to 13 cm 14 to 18 cm 19 to 23 cm 5 to 8 cm 9 to 13 cm 14 to 18 cm ANSWER DOWNLOAD EXAMIANS APP
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