Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be 100 % The same in both the cases More Less 100 % The same in both the cases More Less ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements: The use of relatively weak mortar1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful.2. Will result in reduction of stresses due to differential expansion of masonry units. 2 alone is correct Both 1 and 2 are correct Neither 1 nor 2 is correct 1 alone is correct 2 alone is correct Both 1 and 2 are correct Neither 1 nor 2 is correct 1 alone is correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements: The use of relatively weak mortar 1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful. 2. Will result in reduction of stresses due to differential expansion of masonry units. 1 alone is correct Both 1 and 2 are correct 2 alone is correct Neither 1 nor 2 is correct 1 alone is correct Both 1 and 2 are correct 2 alone is correct Neither 1 nor 2 is correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half brick load-bearing wall,(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,(iii) Chases should be provided near to bearings of beams and lintels. (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Any of the above Shear Buckling Vertical tensile splitting Any of the above Shear Buckling Vertical tensile splitting 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 Between 0 and 1 Greater than 1 1 Between 0 and 1 Greater than 1 1 ANSWER DOWNLOAD EXAMIANS APP
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