Rcc structures design
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Rcc structures design questions with answers

181 multiple-choice questions. Open any question for its answer and explanation.

  1. The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept
  2. An R.C.C. column is treated as short column if its slenderness ratio is less than
  3. A ribbed slab is provided for
  4. The thickness of the topping of a ribbed slab, varies between
  5. 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
  6. The load stress of a section can be reduced by
  7. The horizontal portion of a step in a stairs case, is known as
  8. An under-reinforced section means
  9. The live load to be considered for an accessible roof, is
  10. The live load to be considered for an inaccessible roof, is
  11. The Young's modulus of elasticity of steel, is
  12. In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength
  13. The maximum shear stress (qmax) in a rectangular beam is
  14. A pre-stressed concrete member
  15. In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2, nominal reinforcement is provided at a pitch of
  16. Distribution reinforcement in a simply supported slab, is provided to distribute
  17. If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is
  18. The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as
  19. The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or
  20. Long and short spans of a two way slab are $${l_{\text{y}}}$$ and $${l_{\text{x}}}$$ and load on the slab acting on strips parallel to $${l_{\text{x}}}$$ and $${l_{\text{y}}}$$ be wx and wy respectively. According to Rankine Grashoff theory
  21. A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n1. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is
  22. The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is
  23. The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes
  24. For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is
  25. For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to