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 0.64 m 1.5 m 1.28 m 0.96 m 0.64 m 1.5 m 1.28 m 0.96 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Cement mortars richer than 1 : 3 are not used in masonry because(i) There is no gain in strength of masonry(ii) There is high shrinkage(iii) They are prone to segregation (i), (ii) and (iii) are correct Only (ii) is correct (i) and (ii) are correct (ii) and (iii) are correct (i), (ii) and (iii) are correct Only (ii) is correct (i) and (ii) are correct (ii) and (iii) are correct 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 1 Greater than 1 Between 0 and 1 1 Greater than 1 Between 0 and 1 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 0.1 0.09 0.105 0.095 0.1 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 Lateral restraint but not rotational restraint Rotational restraint but not lateral restraint Both lateral and rotational restraints Neither lateral nor rotational restraint Lateral restraint but not rotational restraint Rotational restraint but not lateral restraint Both lateral and rotational restraints Neither lateral nor rotational restraint ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 60 % 70 % 80 % 50 % 60 % 70 % 80 % 50 % ANSWER DOWNLOAD EXAMIANS APP
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