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 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 0.105 0.095 0.09 0.1 0.105 0.095 0.09 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 Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves Larger of (B) and (C) Actual thickness of the stronger leaf Two-third of the sum of thickness of both the 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 1.0 kg/cm² 0.7 kg/cm² 1.2 kg/cm² 0.4 kg/cm² 1.0 kg/cm² 0.7 kg/cm² 1.2 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The effective height of free standing non-load bearing wall and column respectively will be 2.0H and 2.0H 1.0H and 1.0H 2.0H and 1.5H 1.5H and 1.5H 2.0H and 2.0H 1.0H and 1.0H 2.0H and 1.5H 1.5H and 1.5H 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 0.75 H 1.5 H 1.0 H 0.85 H 0.75 H 1.5 H 1.0 H ANSWER DOWNLOAD EXAMIANS APP
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