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 1.2 1.6 2 1.4 1.2 1.6 2 1.4 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 Neither lateral nor rotational restraint Both lateral and rotational restraints Rotational restraint but not lateral restraint Lateral restraint but not rotational restraint Neither lateral nor rotational restraint Both lateral and rotational restraints Rotational restraint but not lateral restraint ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements:1. Masonry in rich cement mortar though having good strength with high shrinkage is much liable for surface cracks.2. Lime mortar possesses poor workability and poor water retentivity and also suffers high shrinkage.3. Masonry in lime mortar has better resistance against rain penetration and is less liable to crack when compared to masonry in cement mortar.Which of these statements are correct? 1 and 3 1 and 2 1, 2 and 3 2 and 3 1 and 3 1 and 2 1, 2 and 3 2 and 3 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 Both (A) and (B) Less strength None of above High shrinkage Both (A) and (B) Less strength None of above High shrinkage 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 0.125 MPa 0.075 MPa 0.15 MPa 0.1 MPa 0.125 MPa 0.075 MPa 0.15 MPa 0.1 MPa ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the horizontal cross-sectional area of a wall is 1200 cm², then the basic stress shall be multiplied by a reduction factor equal to 0.75 0.95 0.6 0.85 0.75 0.95 0.6 0.85 ANSWER DOWNLOAD EXAMIANS APP
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