Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 15 cm 10 cm 30 cm 20 cm 15 cm 10 cm 30 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than Ax height of shorter opening Vt x height of longer opening Vt x height of shorter opening Vi x height of longer opening Ax height of shorter opening Vt x height of longer opening Vt x height of shorter opening Vi x height of longer opening 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: Both A and R is true but R is not the correct explanation of A Both A and R is true and R is 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 but R is not the correct explanation of A Both A and R is true and R is the correct explanation of A A is false but R is true A is true but R is false ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be More Less The same in both the cases 100 % More Less The same in both the cases 100 % 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 0.105 0.095 0.1 0.09 0.105 0.095 0.1 0.09 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below: A is false but R is true 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 true but R is false A is false but R is true 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 true but R is false ANSWER DOWNLOAD EXAMIANS APP
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