Design of Masonry Structures The timber floor not spanning on the masonry wall but properly anchored to the wall gives Lateral restraint but not rotational restraint Both lateral and rotational restraints Neither lateral nor rotational restraint Rotational restraint but not lateral restraint Lateral restraint but not rotational restraint Both lateral and rotational restraints Neither lateral nor rotational restraint Rotational restraint but not lateral restraint ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is 0.15 MPa 0.075 MPa 0.125 MPa 0.1 MPa 0.15 MPa 0.075 MPa 0.125 MPa 0.1 MPa 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. Both 1 and 2 are correct 1 alone is correct Neither 1 nor 2 is correct 2 alone is correct Both 1 and 2 are correct 1 alone is correct Neither 1 nor 2 is correct 2 alone is correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member.Select your answer according to the codes give below: 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 and 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 and R is not the correct explanation of A 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 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 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 Buckling Any of the above Shear Vertical tensile splitting Buckling Any of the above Shear Vertical tensile splitting ANSWER DOWNLOAD EXAMIANS APP
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