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 Rotational restraint but not lateral restraint Neither lateral nor rotational restraint Both lateral and rotational restraints Lateral restraint but not rotational restraint Rotational restraint but not lateral restraint Neither lateral nor rotational 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 Sum of thickness of both leaves Larger of (B) and (C) Two-third of the sum of thickness of both the leaves Actual thickness of the stronger leaf Sum of thickness of both leaves Larger of (B) and (C) Two-third of the sum of thickness of both the leaves Actual thickness of the stronger leaf 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 2 1.2 1.6 1.4 2 1.2 1.6 1.4 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: 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to 0.6 0.75 0.85 0.95 0.6 0.75 0.85 0.95 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 15 cm 30 cm 10 cm 20 cm 15 cm 30 cm 10 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
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