Design of Masonry Structures The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of 1.4 1.6 2 1.2 1.4 1.6 2 1.2 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 The timber floor not spanning on the masonry wall but properly anchored to the wall gives Both lateral and rotational restraints Rotational restraint but not lateral restraint Neither lateral nor rotational restraint Lateral restraint but not rotational restraint Both lateral and rotational restraints Rotational restraint but not lateral restraint Neither lateral nor rotational restraint Lateral restraint but not rotational restraint ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 70 % 80 % 60 % 50 % 70 % 80 % 60 % 50 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as Actual thickness of the stronger leaf Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Actual thickness of the stronger leaf Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves Larger of (B) and (C) 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 The same in both the cases 100 % More Less The same in both the cases 100 % ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS