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 Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 20 cm 30 cm 10 cm 15 cm 20 cm 30 cm 10 cm 15 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling. Select your answer according to codes given 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 but 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 but 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 The same in both the cases More 100 % Less The same in both the cases More 100 % 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 50 cm 100 cm 75 cm 60 cm 50 cm 100 cm 75 cm 60 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 0.95 0.75 0.85 0.6 0.95 0.75 0.85 0.6 ANSWER DOWNLOAD EXAMIANS APP
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