Design of Masonry Structures The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is Less than or equal to 1/12 More than 1/24 Less than or equal to 1/6 Less than or equal to 1/24 Less than or equal to 1/12 More than 1/24 Less than or equal to 1/6 Less than or equal to 1/24 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements: The use of relatively weak mortar 1. Will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful. 2. Will result in reduction of stresses due to differential expansion of masonry units. Neither 1 nor 2 is correct Both 1 and 2 are correct 1 alone is correct 2 alone is correct Neither 1 nor 2 is correct Both 1 and 2 are correct 1 alone is correct 2 alone is correct ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the eccentricity ratio is more than 1/24, then increase in the permissible stress in the design of wall subjected to eccentric loading as per code is 10 % 50 % 33? % 25 % 10 % 50 % 33? % 25 % 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 0.64 m 1.28 m 1.5 m 0.96 m 0.64 m 1.28 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding provision of chases in masonry,(i) No chase should be permitted in a half brick load-bearing wall,(ii) Vertical chases should not be closer than 2 m in any stretch of a wall,(iii) Chases should be provided near to bearings of beams and lintels. (i) and (iii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (i), (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct ANSWER DOWNLOAD EXAMIANS APP