Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Shear Vertical tensile splitting Buckling Any of the above Shear Vertical tensile splitting Buckling Any of the above 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 Neither lateral nor rotational restraint Rotational restraint but not lateral restraint Lateral restraint but not rotational restraint Both lateral and rotational restraints Neither lateral nor rotational restraint Rotational restraint but not lateral restraint Lateral restraint but not rotational restraint 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 Ax height of shorter opening Vt x height of shorter opening Vi x height of longer opening Vt x height of longer opening Ax height of shorter opening Vt x height of shorter opening 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 19 25 20 15 19 25 20 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 0.105 0.095 0.09 0.1 0.105 0.095 0.09 0.1 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used (i) and (ii) are correct (i) and (iii) are correct (i) and (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (i) and (ii) and (iii) are correct (ii) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP