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 0.85 0.6 0.95 0.75 0.85 0.6 0.95 0.75 ANSWER DOWNLOAD EXAMIANS APP
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 75 cm 50 cm 100 cm 60 cm 75 cm 50 cm 100 cm 60 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The mode of failure of a very short masonry member having h/t ratio of less than 4 is by Buckling Any of the above Shear Vertical tensile splitting Buckling Any of the above Shear Vertical tensile splitting ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in Zone I, II and III Zone I only Zone I, II, III and IV Zone I and II Zone I, II and III Zone I only Zone I, II, III and IV Zone I and II ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Water retentivity for brick masonry should not be less than 70 % 80 % 50 % 60 % 70 % 80 % 50 % 60 % ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Assertion A : From consideration of structural soundness and economy of design, most codes control the maximum slenderness ratio of masonry walls and columns.Reason R : By controlling the maximum slenderness ratio, failure is by excessive stress and not by buckling.Select your answer according to codes given below: Both A and R is true and R is the correct explanation of A A is true but R is false A is false but R is true Both A and R is true but R is not the correct explanation of A Both A and R is true and R is the correct explanation of A A is true but R is false A is false but R is true Both A and R is true but R is not the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
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