Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 10 3 7.5 5 10 3 7.5 5 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Any of the above Shear Buckling Vertical tensile splitting Any of the above Shear Buckling Vertical tensile splitting ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is 19 20 15 25 19 20 15 25 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 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
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 60 cm 75 cm 50 cm 100 cm 60 cm 75 cm 50 cm 100 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is 0.15 MPa 0.075 MPa 0.1 MPa 0.125 MPa 0.15 MPa 0.075 MPa 0.1 MPa 0.125 MPa ANSWER DOWNLOAD EXAMIANS APP
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