Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 3 10 7.5 5 3 10 7.5 5 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 Shear Buckling Any of the above Vertical tensile splitting Shear Buckling Any of the above Vertical tensile splitting ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar. 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1, 2 and 3 are correct 2 and 3 are correct 1 and 2 are correct 1 and 3 are correct 1, 2 and 3 are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 9 to 13 cm 5 to 8 cm 14 to 18 cm 19 to 23 cm 9 to 13 cm 5 to 8 cm 14 to 18 cm 19 to 23 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : Lime based mortars give higher ratio of brickwork strength to mortar strength as compared to non-lime mortar.Reason R : Lime based mortars have lower bond strength as compared to non-lime mortars.Select your answer according to the 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 The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of 1.4 1.2 2 1.6 1.4 1.2 2 1.6 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS