Design of Masonry Structures Water retentivity for brick masonry should not be less than 50 % 70 % 60 % 80 % 50 % 70 % 60 % 80 % 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 0.125 MPa 0.1 MPa 0.15 MPa 0.075 MPa 0.125 MPa 0.1 MPa 0.15 MPa 0.075 MPa ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Full restraint is provided by(i) Foundation footing of a wall(ii) Timber floor spanning on the wall and anchored to the wall(iii) RCC slab with a minimum bearing of 10 cm on the wall (ii) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (i) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i), (ii) and (iii) are correct (i) and (iii) are correct 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 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 60 cm 75 cm 50 cm 100 cm 60 cm 75 cm 50 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 Vi x height of longer opening Vt x height of longer opening Vt x height of shorter opening Ax height of shorter opening Vi x height of longer opening Vt x height of longer opening Vt x height of shorter opening Ax height of shorter opening ANSWER DOWNLOAD EXAMIANS APP
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