Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 19 to 23 cm 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 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 % 6 % 5 % 7 % 4 % 6 % 5 % 7 % 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 1/24 Less than or equal to 1/12 Less than or equal to 1/6 More than 1/24 Less than or equal to 1/24 Less than or equal to 1/12 Less than or equal to 1/6 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 80 % 60 % 70 % 50 % 80 % 60 % 70 % 50 % 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 100 cm 75 cm 50 cm 60 cm 100 cm 75 cm 50 cm 60 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be 1.0 H 0.85 H 0.75 H 1.5 H 1.0 H 0.85 H 0.75 H 1.5 H ANSWER DOWNLOAD EXAMIANS APP