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 Less than or equal to 1/24 Less than or equal to 1/12 More than 1/24 Less than or equal to 1/6 Less than or equal to 1/24 Less than or equal to 1/12 More than 1/24 Less than or equal to 1/6 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 10 % 33? % 25 % 50 % 10 % 33? % 25 % 50 % 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 4 % 5 % 6 % 7 % 4 % 5 % 6 % 7 % 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 The effective height of free standing non-load bearing wall and column respectively will be 1.0H and 1.0H 2.0H and 1.5H 1.5H and 1.5H 2.0H and 2.0H 1.0H and 1.0H 2.0H and 1.5H 1.5H and 1.5H 2.0H and 2.0H 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 100 % The same in both the cases More Less 100 % The same in both the cases More Less ANSWER DOWNLOAD EXAMIANS APP
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