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 50 cm 75 cm 60 cm 100 cm 50 cm 75 cm 60 cm 100 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : Limiting value of slenderness ratio for a column is less than that of a wall.Reason R : A column can buckle around either of the two horizontal axes while a wall can buckle around only one axis.Select your answer according to the codes given below: Both A and R is true and R is the correct explanation of A A is false but R is true Both A and R is true but R is not the correct explanation of A A is true but R is false Both A and R is true and R is the correct explanation of A A is false but R is true Both A and R is true but R is not the correct explanation of A A is true but R is false ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be Between 0 and 1 1 Greater than 1 Between 0 and 1 1 Greater than 1 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 (iii) are correct (ii) and (iii) are correct (i) and (ii) and (iii) are correct (i) and (ii) are correct (i) and (iii) are correct (ii) and (iii) are correct (i) and (ii) and (iii) are correct (i) and (ii) are correct 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 1.5 H 1.0 H 0.85 H 0.75 H 1.5 H 1.0 H 0.85 H 0.75 H 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 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 Larger of (B) and (C) ANSWER DOWNLOAD EXAMIANS APP
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