Design of Masonry Structures Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have Less strength High shrinkage None of above Both (A) and (B) Less strength High shrinkage None of above Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A free standing brick wall 20 cm thick is subjected to a wind pressure of 75 kg/m². The maximum height of wall from stability consideration is 0.96 m 0.64 m 1.28 m 1.5 m 0.96 m 0.64 m 1.28 m 1.5 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Cement mortars richer than 1 : 3 are not used in masonry because(i) There is no gain in strength of masonry(ii) There is high shrinkage(iii) They are prone to segregation (ii) and (iii) are correct (i), (ii) and (iii) are correct Only (ii) is correct (i) and (ii) are correct (ii) and (iii) are correct (i), (ii) and (iii) are correct Only (ii) is correct (i) and (ii) are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 60 % 80 % 70 % 50 % 60 % 80 % 70 % 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 Buckling Vertical tensile splitting Shear Any of the above Buckling Vertical tensile splitting Shear Any of the above 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 1.2 2 1.4 1.6 1.2 2 1.4 ANSWER DOWNLOAD EXAMIANS APP
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