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 More than 1/24 Less than or equal to 1/12 Less than or equal to 1/6 Less than or equal to 1/24 More than 1/24 Less than or equal to 1/12 Less than or equal to 1/6 Less than or equal to 1/24 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 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 and 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 and R is not the correct explanation of A 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 1.0H and 1.0H 1.5H and 1.5H 2.0H and 2.0H 2.0H and 1.5H 1.0H and 1.0H 1.5H and 1.5H ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 50 % 60 % 70 % 80 % 50 % 60 % 70 % 80 % 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 0.85 0.6 0.75 0.95 0.85 0.6 0.75 0.95 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 1.4 2 1.2 1.6 1.4 2 1.2 ANSWER DOWNLOAD EXAMIANS APP
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