RCC Structures Design Mock Test -4|| Civil Engineering Mock Tests - ENGINEERING BIX

RCC Structures Design Mock Test -4|| Civil Engineering Mock Tests




Welcome to your RCC structures Design Mock test - 4
Take an exciting test in RCC structures Design
You have only 20 mins to complete the test (25 Questions)
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1. An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm2, the beam
2. he diameter of the column head support a flat slab, is generally kept
3. According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than
4. On piles, the drop must be at least
5. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is
6. In a prestressed member it is advisable to use
7. In a slab, the pitch of the main reinforcement should not exceed its effective depth
8. The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than
9. A foundation is called shallow if its depth, is
10. A circular slab subjected to external loading, deflects to form a
11. The ratio of the breadth to effective depth of a beam is kept
12. The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is
13. The steel generally used in R.C.C. work, is
14. The minimum head room over a stair must be
15. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
16. Lapped splices in tensile reinforcement are generally not used for bars of size larger than
17. In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed
18. If the length of an intermediate span of a continuous slab is 5m, the length of the end span is kept
19. Spacing of stirrups in a rectangular beam, is
20. An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is\
21. The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept
22. The self-weight of the footing, is
23. The live load to be considered for an accessible roof, is
24. For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is
25. An under-reinforced section means







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