Civil Engineering : Design Of Masonry Structures QUESTIONS AND ANSWERS :: part1 : 1 to 5
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
1.For designing masonry components of a structure, seismic forces provision in the design calculation is not necessary for buildings constructed in |
| Zone I only |
| Zone I and II |
| Zone I, II and III |
| Zone I, II, III and IV |
2.The mode of failure of a very short masonry member having h/t ratio of less than 4 is by |
| shear |
| vertical tensile splitting |
| buckling |
| any of the above |
3.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 1/24 |
| less than or equal to 1/6 |
| more than 1/24 |
| less than or equal to 1/12 |
4.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 |
| 60 cm |
| 75 cm |
| 100 cm |
5.Which of the following will give higher ratio of brickwork strength to mortar strength ? |
| 1 : % : 3 |
| 1 : Vz: 4>/2 |
| 1:1:6 |
| 1:2:9 |
More Design Of Masonry Structures QUESTIONS AND ANSWERS available in next pages
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