Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Vertical tensile splitting Buckling Shear Any of the above Vertical tensile splitting Buckling Shear Any of the above ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have Both (A) and (B) Less strength High shrinkage None of above Both (A) and (B) Less strength High shrinkage None of above 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 0.85 0.95 0.75 0.6 0.85 0.95 0.75 0.6 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 true but R is false Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true A is true but R is false Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : For identical strength, a composite cement-lime mortar is preferred over cement mortar.Reason R : Composite cement-lime mortar has higher drying shrinkage than cement mortar.Select your answer based on the codes given below. Codes: A is false but R is true Both A and R is true and R is the correct explanation of A Both A and R is true but R is not a correct explanation of A A is true but R is false A is false but R is true Both A and R is true and R is the correct explanation of A Both A and R is true but R is not a correct explanation of A A is true but R is false 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 75 cm 100 cm 60 cm 50 cm 75 cm 100 cm 60 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
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