Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 1.5H and 1.5H 1.0H and 1.0H 2.0H and 2.0H 2.0H and 1.5H 1.5H and 1.5H 1.0H and 1.0H 2.0H and 2.0H 2.0H and 1.5H ANSWER DOWNLOAD EXAMIANS APP
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 Vi x height of longer opening Vt x height of longer opening Vt x height of shorter opening Ax height of shorter opening Vi x height of longer opening Vt x height of longer opening Vt x height of shorter opening Ax height of shorter opening ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures In the case of panel wall subjected to horizontal loads at right angles to the plane of the wall, with the mortar not leaner than Ml type, tensile stress in bending in the vertical direction may be allowed to the extent of 0.7 kg/cm² 0.4 kg/cm² 1.0 kg/cm² 1.2 kg/cm² 0.7 kg/cm² 0.4 kg/cm² 1.0 kg/cm² 1.2 kg/cm² 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 None of above High shrinkage Both (A) and (B) Less strength None of above High shrinkage Both (A) and (B) Less strength 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? Providing a deeper foundation Using stronger bricks Providing buttresses at certain intervals Using a richer mortar Providing a deeper foundation Using stronger bricks Providing buttresses at certain intervals Using a richer mortar ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Consider the following statements regarding bands to be provided for strengthening masonry work in masonry buildings constructed in zone III, IV and V.(i) Lintel band is provided at lintel level on partition walls,(ii) Gable band is provided at top of gable masonry below the purlins,(iii) The bands shall be to full width of the wall and not less than 7.5 cm in depth,(iv) The bands shall be made of reinforced concrete only.of these statements, the correct statements are (i) and (ii) (ii) and (iii) (ii) and (iv) (i) and (iii) (i) and (ii) (ii) and (iii) (ii) and (iv) (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
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