Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 7.5 3 5 10 7.5 3 5 10 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 longer opening Vt x height of shorter opening Ax height of shorter opening Vi x height of longer opening Vt x height of longer opening Vt x height of shorter opening Ax height of shorter opening Vi 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 7.5 cm 5 cm 10 cm 15 cm 7.5 cm 5 cm 10 cm 15 cm 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 0.6 0.85 0.95 0.75 0.6 0.85 0.95 0.75 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 The same in both the cases Less 100 % More The same in both the cases Less 100 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half brick load-bearing wall,(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,(iii) Chases should be provided near to bearings of beams and lintels. (i) and (iii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct ANSWER DOWNLOAD EXAMIANS APP
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