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 Larger of (B) and (C) Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves Actual thickness of the stronger leaf Larger of (B) and (C) 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 Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling. Select your answer according to codes given below: 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 Both A and R is true but R is not the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is Less than or equal to 1/12 Less than or equal to 1/6 More than 1/24 Less than or equal to 1/24 Less than or equal to 1/12 Less than or equal to 1/6 More than 1/24 Less than or equal to 1/24 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 9 to 13 cm 19 to 23 cm 5 to 8 cm 14 to 18 cm 9 to 13 cm 19 to 23 cm 5 to 8 cm 14 to 18 cm 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 1.6 1.2 1.4 2 1.6 1.2 1.4 2 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 1.5H 2.0H and 2.0H 1.5H and 1.5H 1.0H and 1.0H 2.0H and 1.5H 2.0H and 2.0H 1.5H and 1.5H 1.0H and 1.0H ANSWER DOWNLOAD EXAMIANS APP
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