Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be Less 100 % The same in both the cases More Less 100 % The same in both the cases More ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than Vt x height of shorter opening Vi x height of longer opening Vt x height of longer opening Ax height of shorter opening Vt x height of shorter opening Vi x height of longer opening Vt x height of longer opening Ax height of shorter opening ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in Zone I only Zone I and II Zone I, II and III Zone I, II, III and IV Zone I only Zone I and II Zone I, II and III Zone I, II, III and IV ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 15 cm 30 cm 10 cm 20 cm 15 cm 30 cm 10 cm 20 cm 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 % 25 % 33? % 50 % 10 % 25 % 33? % 50 % 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 Rotational restraint but not lateral restraint Both lateral and rotational restraints Lateral restraint but not rotational restraint Neither lateral nor rotational restraint Rotational restraint but not lateral restraint Both lateral and rotational restraints Lateral restraint but not rotational restraint ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS