Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 15 cm 7.5 cm 5 cm 10 cm 15 cm 7.5 cm 5 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 50 % 80 % 60 % 70 % 50 % 80 % 60 % 70 % 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 0.075 MPa 0.1 MPa 0.125 MPa 0.15 MPa 0.075 MPa 0.1 MPa 0.125 MPa 0.15 MPa ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 20 cm 15 cm 10 cm 30 cm 20 cm 15 cm 10 cm 30 cm 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 % 33? % 50 % 25 % 10 % 33? % 50 % 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements:1. Masonry in rich cement mortar though having good strength with high shrinkage is much liable for surface cracks.2. Lime mortar possesses poor workability and poor water retentivity and also suffers high shrinkage.3. Masonry in lime mortar has better resistance against rain penetration and is less liable to crack when compared to masonry in cement mortar.Which of these statements are correct? 1 and 2 2 and 3 1 and 3 1, 2 and 3 1 and 2 2 and 3 1 and 3 1, 2 and 3 ANSWER DOWNLOAD EXAMIANS APP
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