Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 15 cm 30 cm 10 cm 20 cm 15 cm 30 cm 10 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A free standing brick wall 20 cm thick is subjected to a wind pressure of 75 kg/m². The maximum height of wall from stability consideration is 1.5 m 0.96 m 1.28 m 0.64 m 1.5 m 0.96 m 1.28 m 0.64 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to 0.85 0.95 0.6 0.75 0.85 0.95 0.6 0.75 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 0.1 0.105 0.095 0.09 0.1 0.105 0.095 0.09 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The timber floor not spanning on the masonry wall but properly anchored to the wall gives Both lateral and rotational restraints Rotational restraint but not lateral restraint Neither lateral nor rotational restraint Lateral restraint but not rotational restraint Both lateral and rotational restraints Rotational restraint but not lateral restraint Neither lateral nor rotational restraint Lateral restraint but not rotational restraint 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 100 % The same in both the cases Less More 100 % The same in both the cases Less ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS