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 60 cm 50 cm 75 cm 100 cm 60 cm 50 cm 75 cm 100 cm 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 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 a 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 a correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be Greater than 1 Between 0 and 1 1 Greater than 1 Between 0 and 1 1 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 Less strength None of above High shrinkage Both (A) and (B) Less strength None of above High shrinkage Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding bands to be provided for strengthening masonry work in masonry buildings constructed in zone III, IV and V. (i) Lintel band is provided at lintel level on partition walls, (ii) Gable band is provided at top of gable masonry below the purlins, (iii) The bands shall be to full width of the wall and not less than 7.5 cm in depth, (iv) The bands shall be made of reinforced concrete only.of these statements, the correct statements are (ii) and (iv) (i) and (ii) (i) and (iii) (ii) and (iii) (ii) and (iv) (i) and (ii) (i) and (iii) (ii) and (iii) 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 2 1.4 1.2 1.6 2 1.4 1.2 ANSWER DOWNLOAD EXAMIANS APP
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