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 1.5 m 1.28 m 0.64 m 0.96 m 1.5 m 1.28 m 0.64 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member.Select your answer according to the codes give below: A is false but R is true Both A and R is true and R is the correct explanation of A A is true but R is false Both A and R is true and R is not the correct explanation of A A is false but R is true Both A and R is true and R is the correct explanation of A A is true but R is false Both A and R is true and R is not the correct explanation of A 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 Less More The same in both the cases 100 % Less More The same in both the cases 100 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar.Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars.Select your answer according to the codes given below: Both A and R is true and R is the correct explanation of A A is false but R is true Both A and R is true but R is not the correct explanation of A A is true but R is false Both A and R is true and R is the correct explanation of A A is false but R is true Both A and R is true but R is not the correct explanation of A A is true but R is false 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 Vi x height of longer opening Ax height of shorter opening Vt x height of shorter opening Vt x height of longer opening Vi x height of longer opening Ax height of shorter opening Vt x height of shorter opening ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 70 % 60 % 50 % 80 % 70 % 60 % 50 % 80 % ANSWER DOWNLOAD EXAMIANS APP
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