Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 7.5 cm 10 cm 5 cm 15 cm 7.5 cm 10 cm 5 cm 15 cm 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 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 A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 2.0H and 2.0H 2.0H and 1.5H 1.5H and 1.5H 1.0H and 1.0H 2.0H and 2.0H 2.0H and 1.5H 1.5H and 1.5H 1.0H and 1.0H 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 Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group 6 % 5 % 7 % 4 % 6 % 5 % 7 % 4 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of 1.2 kg/cm² 0.7 kg/cm² 0.4 kg/cm² 1.0 kg/cm² 1.2 kg/cm² 0.7 kg/cm² 0.4 kg/cm² 1.0 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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