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 33? % 50 % 10 % 25 % 33? % 50 % 10 % 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is 0.1 0.095 0.09 0.105 0.1 0.095 0.09 0.105 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 75 cm 60 cm 100 cm 50 cm 75 cm 60 cm 100 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 9 to 13 cm 14 to 18 cm 5 to 8 cm 19 to 23 cm 9 to 13 cm 14 to 18 cm 5 to 8 cm 19 to 23 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 Less 100 % The same in both the cases More Less 100 % The same in both the cases ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is More than 1/24 Less than or equal to 1/6 Less than or equal to 1/12 Less than or equal to 1/24 More than 1/24 Less than or equal to 1/6 Less than or equal to 1/12 Less than or equal to 1/24 ANSWER DOWNLOAD EXAMIANS APP
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