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 Vertical tensile splitting Any of the above Shear Buckling Vertical tensile splitting Any of the above Shear 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 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 (i) and (iii) (i) and (ii) (ii) and (iv) (ii) and (iii) (i) and (iii) (i) and (ii) (ii) and (iv) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures For masonry work with solid bricks, consistency of mortar should be 19 to 23 cm 14 to 18 cm 5 to 8 cm 9 to 13 cm 19 to 23 cm 14 to 18 cm 5 to 8 cm 9 to 13 cm ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures Minimum compressive strength in N/mm² for H1 type mortar used for masonry is 7.5 10 3 5 7.5 10 3 5 ANSWER DOWNLOAD EXAMIANS APP
Design of Masonry Structures The bending stress in a wall or column subjected to effective vertical load need not be considered, if the eccentricity ratio is Less than or equal to 1/6 Less than or equal to 1/24 Less than or equal to 1/12 More than 1/24 Less than or equal to 1/6 Less than or equal to 1/24 Less than or equal to 1/12 More than 1/24 ANSWER DOWNLOAD EXAMIANS APP
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