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) High shrinkage None of above Less strength Both (A) and (B) High shrinkage None of above Less strength ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The timber floor not spanning on the masonry wall but properly anchored to the wall gives Rotational restraint but not lateral restraint Both lateral and rotational restraints Neither lateral nor rotational restraint Lateral restraint but not rotational restraint Rotational restraint but not lateral restraint Both lateral and rotational restraints Neither lateral nor rotational restraint Lateral restraint but not rotational restraint 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: 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 a 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 a correct explanation of A A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable? Providing a deeper foundation Using stronger bricks Using a richer mortar Providing buttresses at certain intervals Providing a deeper foundation Using stronger bricks Using a richer mortar Providing buttresses at certain intervals 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 0.64 m 0.96 m 1.28 m 1.5 m 0.64 m 0.96 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 7.5 5 3 10 7.5 5 3 10 ANSWER DOWNLOAD EXAMIANS APP
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