Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 5 10 3 7.5 5 10 3 7.5 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 true but R is false A is false but R is true Both A and R is true and R is not the correct explanation of A Both A and R is true and R is 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 not the correct explanation of A Both A and R is true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half brick load-bearing wall,(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,(iii) Chases should be provided near to bearings of beams and lintels. (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used (i) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct (i) and (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct (i) and (ii) and (iii) are correct 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 Larger of (B) and (C) Actual thickness of the stronger leaf Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Actual thickness of the stronger leaf Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 19 to 23 cm 5 to 8 cm 9 to 13 cm 14 to 18 cm 19 to 23 cm 5 to 8 cm 9 to 13 cm 14 to 18 cm ANSWER DOWNLOAD EXAMIANS APP
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