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 0.125 MPa 0.15 MPa 0.1 MPa 0.075 MPa 0.125 MPa 0.15 MPa 0.1 MPa 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 1.4 1.6 2 1.2 1.4 1.6 2 1.2 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in Zone I, II and III Zone I and II Zone I, II, III and IV Zone I only Zone I, II and III Zone I and II Zone I, II, III and IV Zone I only ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be Greater than 1 Between 0 and 1 1 Greater than 1 Between 0 and 1 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 80 % 70 % 50 % 60 % 80 % 70 % 50 % 60 % 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 15 20 25 19 15 20 25 19 ANSWER DOWNLOAD EXAMIANS APP
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