Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be The same in both the cases Less 100 % More The same in both the cases Less 100 % More ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The timber floor not spanning on the masonry wall but properly anchored to the wall gives Neither lateral nor rotational restraint Both lateral and rotational restraints Lateral restraint but not rotational restraint Rotational restraint but not lateral restraint Neither lateral nor rotational restraint Both lateral and rotational restraints Lateral restraint but not rotational restraint Rotational restraint but not lateral restraint ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to 0.85 0.6 0.75 0.95 0.85 0.6 0.75 0.95 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 80 % 70 % 60 % 50 % 80 % 70 % 60 % 50 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Shear Any of the above Buckling Vertical tensile splitting Shear Any of the above Buckling Vertical tensile splitting 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 % 7 % 5 % 4 % 6 % 7 % 5 % 4 % ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS