Design of Masonry Structures The thickness of each leaf of a cavity wall shall not be less than 10 cm 5 cm 7.5 cm 15 cm 10 cm 5 cm 7.5 cm 15 cm 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 Less strength None of above Both (A) and (B) High shrinkage Less strength None of above Both (A) and (B) High shrinkage ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For strengthening a 50 m long and 5 m high straight compound wall built in brick work, which one of the following would be most suitable? Using a richer mortar Using stronger bricks Providing buttresses at certain intervals Providing a deeper foundation Using a richer mortar Using stronger bricks Providing buttresses at certain intervals Providing a deeper foundation 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 0.75 H 1.5 H 0.85 H 1.0 H 0.75 H 1.5 H 0.85 H 1.0 H ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Where a structural component or a system is providing lateral support to five or more walls or columns, the lateral load to be resisted may be taken as __________ of the total vertical load on the most heavily loaded wall or column in the group 7 % 5 % 6 % 4 % 7 % 5 % 6 % 4 % 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 (ii) are correct (i) and (ii) and (iii) are correct (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct (i) and (ii) and (iii) are correct (ii) and (iii) are correct (i) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
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