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 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 Vt x height of longer opening 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 0.4 kg/cm² 0.7 kg/cm² 1.2 kg/cm² 1.0 kg/cm² 0.4 kg/cm² 0.7 kg/cm² 1.2 kg/cm² 1.0 kg/cm² 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 For masonry built in 1 : 1 : 6 cement-lime-sand mix mortar or equivalent, the horizontal shear stress permissible on the area of a mortar bed joint is 0.075 MPa 0.15 MPa 0.125 MPa 0.1 MPa 0.075 MPa 0.15 MPa 0.125 MPa 0.1 MPa ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 5 3 10 7.5 5 3 10 7.5 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than 60 cm 75 cm 100 cm 50 cm 60 cm 75 cm 100 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
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