pKmcqsquiz

Pagination on API result
Question: If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least________________?
  • 1. WL /P
  • 2. WL/2P
  • 3. WL/3P
  • 4. WL/4P
Question: The radius of a bar bend to form a hook, should not be less than_______________?
  • 1. Twice the diameter
  • 2. Thrice the diameter
  • 3. Four times the diameter
  • 4. Five times the diameter
Question: A circular slab subjected to external loading, deflects to form a_________________?
  • 1. Semi-hemisphere
  • 2. Ellipsoid
  • 3. Paraboloid
  • 4. None of these
Question: The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm2, safe shear stress 5 kg/cm2 and B.M. 24 mt________________?
  • 1. Is safe in shear
  • 2. Is unsafe in shear
  • 3. Is over safe in shear
  • 4. Needs redesigning
Question: If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be_________________?
  • 1. 5 cm
  • 2. 10 cm
  • 3. 15 cm
  • 4. 20 cm
Question: If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is_______________?
  • 1. 40
  • 2. 45
  • 3. 50
  • 4. 55
Question: The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is___________________?
  • 1. 30°
  • 2. 40°
  • 3. 45°
  • 4. All the above
Question: The number of treads in a flight is equal to_______________?
  • 1. Risers in the flight
  • 2. Risers plus one
  • 3. Risers minus one
  • 4. None of these
Question: The shear reinforcement in R.C.C. is provided to resist__________________?
  • 1. Vertical shear
  • 2. Horizontal shear
  • 3. Diagonal compression
  • 4. Diagonal tension
Question: A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm2, the area of steel required, is
  • 1. 14 cm 2
  • 2. 15 cm2
  • 3. 16 cm2
  • 4. 17 cm2

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