Design of Masonry Structures For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than 100 cm 75 cm 50 cm 60 cm 100 cm 75 cm 50 cm 60 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 A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is 0.095 0.09 0.105 0.1 0.095 0.09 0.105 0.1 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 Both A and R is true and R is the correct explanation of A Both A and R is true and 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 and R is not the correct explanation of A A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is 10 % 25 % 50 % 33? % 10 % 25 % 50 % 33? % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 50 % 70 % 80 % 60 % 50 % 70 % 80 % 60 % ANSWER DOWNLOAD EXAMIANS APP
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