Design of Masonry Structures Consider the following statements:A high lime content in a composite cement-lime mortar results in1. Slow hardening.2. Quick setting.3. Weaker mortar. 1, 2 and 3 are correct 2 and 3 are correct 1 and 3 are correct 1 and 2 are correct 1, 2 and 3 are correct 2 and 3 are correct 1 and 3 are correct 1 and 2 are correct 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 0.85 H 1.5 H 0.75 H 1.0 H 0.85 H 1.5 H 0.75 H 1.0 H 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 0.64 m 1.5 m 1.28 m 0.96 m 0.64 m 1.5 m 1.28 m 0.96 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements: The use of relatively weak mortar1. 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 1 alone is correct Both 1 and 2 are correct 2 alone is correct Neither 1 nor 2 is correct 1 alone is correct Both 1 and 2 are correct 2 alone is correct 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 0.85 0.95 0.75 0.6 0.85 0.95 0.75 0.6 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
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