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 Ax height of shorter opening Vt x height of shorter opening Vi x height of longer opening Vt x height of longer opening Ax height of shorter opening Vt x 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 1.2 kg/cm² 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : For eccentricity ratio exceeding 1/6, effective thickness of masonry will get reduced.Reason R : For eccentricity ratio exceeding 1/6, there will be tension on one side of the member.Select your answer according to the codes give below: Both A and R is true and R is the correct explanation of A A is true but R is false Both A and R is true and R is not the correct explanation of A A is false but R is true Both A and R is true and R is the correct explanation of A A is true but R is false Both A and R is true and R is not the correct explanation of A A is false but R is true 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 1 Between 0 and 1 Greater than 1 1 Between 0 and 1 Greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be Less More 100 % The same in both the cases Less More 100 % The same in both the cases 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: A is true but R is false Both A and R is true but R is not the correct explanation of A A is false but R is true Both A and R is true and R is the correct explanation of A A is true but R is false Both A and R is true but R is not the correct explanation of A A is false but R is true Both A and R is true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
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