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 shorter opening Vt x height of longer opening Ax height of shorter opening Vi x height of longer opening Vt x height of shorter opening Vt x height of longer opening Ax height of shorter opening Vi x height of longer opening ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of 2 1.2 1.4 1.6 2 1.2 1.4 1.6 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 10 7.5 5 3 10 7.5 5 3 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 25 % 33? % 50 % 10 % 25 % 33? % 50 % 10 % 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 If ‘H’ is the height of wall between centers of supports, then the effective height of wall where concrete floors have a bearing on wall irrespective of the direction of span will be 1.0 H 0.85 H 1.5 H 0.75 H 1.0 H 0.85 H 1.5 H 0.75 H ANSWER DOWNLOAD EXAMIANS APP
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