πŸ“Š Reinforced Cement Concrete Structures
Q. The assumed overall depth of the T-beam is taken as ............ of the span when it is simply supported at ends ?
  • (A) 1/10 to 1/12
  • (B) 1/12 to 1/15
  • (C) 1/15 to 1/20
  • (D) 1/20 to 1/25
πŸ’¬ Discuss
βœ… Correct Answer: (B) 1/12 to 1/15
πŸ“Š Reinforced Cement Concrete Structures
Q. In a simply supported slab, alternate bars are curtailed at ?
  • (A) one-fifth of the span
  • (B) one-sixth of the span
  • (C) one-seventh of the span
  • (D) one-eighth of the span
πŸ’¬ Discuss
βœ… Correct Answer: (C) one-seventh of the span
πŸ“Š Reinforced Cement Concrete Structures
Q. While designing a reinforced concrete pole as a column, it is considered as ?
  • (A) fixed at both ends
  • (B) hinged at both ends
  • (C) fixed at one end and hinged at the other end
  • (D) none of the above
πŸ’¬ Discuss
βœ… Correct Answer: (C) fixed at one end and hinged at the other end
πŸ“Š Reinforced Cement Concrete Structures
Q. The modular ratio is the ratio of ?
  • (A) Young's modulus of steel to the Young's modulus of concrete
  • (B) Young's modulus of concrete to the Young's modulus of steel
  • (C) load carried by steel to the load carried by concrete
  • (D) both a and c
πŸ’¬ Discuss
βœ… Correct Answer: (D) both a and c
πŸ“Š Reinforced Cement Concrete Structures
Q. The moment of resistance of an under-reinforced section is computed on the basis of ?
  • (A) compressive force developed in concrete
  • (B) tensile force developed in steel
  • (C) both (a) and (b)
  • (D) v
πŸ’¬ Discuss
βœ… Correct Answer: (B) tensile force developed in steel
πŸ“Š Reinforced Cement Concrete Structures
Q. In a reinforced concrete T-beam (in which the flange is in compression), the position of neutral ?
  • (A) be within the flange
  • (B) be within the web
  • (C) depend on the thickness of flange in relation to total depth and percentage of reinforcement
  • (D) at the junction of flange and web
πŸ’¬ Discuss
βœ… Correct Answer: (C) depend on the thickness of flange in relation to total depth and percentage of reinforcement

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