Design of Masonry Structures For earthquake resistant masonry buildings, the vertical distance between openings one above the other in a load bearing wall shall not be less than 100 cm 50 cm 60 cm 75 cm 100 cm 50 cm 60 cm 75 cm 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 1.5H and 1.5H 2.0H and 2.0H 2.0H and 1.5H 1.0H and 1.0H 1.5H and 1.5H 2.0H and 2.0H 2.0H and 1.5H ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A 200 mm thick wall made of modular bricks is 5 m long between cross walls and 3.8 m clear height between RCC slabs at top and bottom. The slenderness ratio of the wall is 19 25 15 20 19 25 15 20 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures A 200 mm thick brick masonry wall made of modular bricks carries an axial load of 30 kN/m from wall above and an eccentric load of 20 kN/m from RCC floor acting at a distance of 47.5 mm from the centre line of the wall. The resultant eccentricity ratio is 0.1 0.09 0.095 0.105 0.1 0.09 0.095 0.105 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Actual thickness of the stronger leaf Sum of thickness of both leaves Two-third of the sum of thickness of both the leaves Larger of (B) and (C) Actual thickness of the stronger leaf Sum of thickness of both leaves 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 0.4 kg/cm² 0.7 kg/cm² 1.0 kg/cm² 1.2 kg/cm² 0.4 kg/cm² 0.7 kg/cm² 1.0 kg/cm² 1.2 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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