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 20 19 15 25 20 19 15 25 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 Vt x height of longer opening Ax height of shorter opening Vi x height of longer opening Vt x height of shorter opening Vt x height of longer opening Ax height of shorter opening Vi x height of longer opening Vt x height of shorter opening 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 (iii) are correct (i) and (ii) and (iii) are correct (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (i) and (ii) and (iii) are correct (ii) and (iii) are correct 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 (ii) and (iii) (ii) and (iv) (i) and (ii) (i) and (iii) (ii) and (iii) (ii) and (iv) (i) and (ii) (i) and (iii) 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 0.75 0.95 0.6 0.85 0.75 0.95 0.6 0.85 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 Larger of (B) and (C) Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves Actual thickness of the stronger leaf Larger of (B) and (C) Two-third of the sum of thickness of both the leaves Sum of thickness of both leaves Actual thickness of the stronger leaf ANSWER DOWNLOAD EXAMIANS APP
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