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 Vt x height of longer opening Vi x height of longer opening Ax height of shorter opening Vt x height of shorter opening Vt x height of longer opening Vi x height of longer opening Ax height of shorter opening Vt x height of shorter opening 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 In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of 0.7 kg/cm² 0.4 kg/cm² 1.2 kg/cm² 1.0 kg/cm² 0.7 kg/cm² 0.4 kg/cm² 1.2 kg/cm² 1.0 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have High shrinkage None of above Less strength Both (A) and (B) High shrinkage None of above Less strength Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 5 to 8 cm 9 to 13 cm 14 to 18 cm 19 to 23 cm 5 to 8 cm 9 to 13 cm 14 to 18 cm 19 to 23 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 60 % 80 % 70 % 50 % 60 % 80 % 70 % 50 % ANSWER DOWNLOAD EXAMIANS APP
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