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 60 cm 100 cm 50 cm 75 cm 60 cm 100 cm 50 cm 75 cm 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 Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves ANSWER DOWNLOAD EXAMIANS APP
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 1.6 2 1.2 1.4 1.6 2 1.2 1.4 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 Ax height of shorter opening Vi x height of longer opening Vt x height of shorter opening Vt x height of longer opening Ax height of shorter opening Vi x height of longer opening Vt x height of shorter opening Vt x height of longer opening ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 15 cm 5 cm 7.5 cm 10 cm 15 cm 5 cm 7.5 cm 10 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 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 Both lateral and rotational restraints ANSWER DOWNLOAD EXAMIANS APP
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