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 1.5 m 0.96 m 0.64 m 1.28 m 1.5 m 0.96 m 0.64 m 1.28 m ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 1.0H and 1.0H 2.0H and 1.5H 2.0H and 2.0H 1.5H and 1.5H 1.0H and 1.0H 2.0H and 1.5H 2.0H and 2.0H 1.5H and 1.5H ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 14 to 18 cm 5 to 8 cm 19 to 23 cm 9 to 13 cm 14 to 18 cm 5 to 8 cm 19 to 23 cm 9 to 13 cm 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 0.6 0.85 0.75 0.95 0.6 0.85 0.75 0.95 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 30 cm 10 cm 15 cm 20 cm 30 cm 10 cm 15 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Maximum slenderness ratio of load bearing walls for a dwelling having more than 2 storeys(i) Shall not exceed 12 if lime mortar is used(ii) Shall not exceed 18 if cement lime mortar 1 : 2 : 9 is used(iii) Shall not exceed 24 if cement mortar 1 : 6 is used (i) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct (i) and (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (ii) and (iii) are correct (i) and (ii) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
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