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 Both (A) and (B) None of above Less strength High shrinkage Both (A) and (B) None of above 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: Both A and R is true and R is the correct explanation of A A is true but R is false A is false but R is true Both A and R is true but R is not the correct explanation of A Both A and R is true and R is the correct explanation of A A is true but R is false A is false but R is true Both A and R is true but R is not the correct explanation of A 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 1.28 m 1.5 m 0.96 m 0.64 m 1.28 m 1.5 m 0.96 m 0.64 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 30 cm 15 cm 10 cm 20 cm 30 cm 15 cm 10 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below: 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 Both A and R is true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 2.0H and 1.5H 1.0H and 1.0H 1.5H and 1.5H 2.0H and 2.0H 2.0H and 1.5H 1.0H and 1.0H 1.5H and 1.5H 2.0H and 2.0H ANSWER DOWNLOAD EXAMIANS APP
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