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
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, 2 and 3 are correct 1 and 3 are correct 2 and 3 are correct 1 and 2 are correct 1, 2 and 3 are correct 1 and 3 are correct 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. Neither 1 nor 2 is correct Both 1 and 2 are correct 2 alone is correct 1 alone is correct Neither 1 nor 2 is correct Both 1 and 2 are correct 2 alone is correct 1 alone is correct ANSWER DOWNLOAD EXAMIANS APP
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 Neither lateral nor rotational restraint Rotational restraint but not lateral restraint Both lateral and rotational restraints Lateral restraint but not rotational restraint Neither lateral nor rotational restraint Rotational restraint but not lateral restraint Both lateral and rotational restraints ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Sum of thickness of both leaves Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Sum of thickness of both leaves 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: 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 true but R is false A is false but R is true 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 true but R is false A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
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