πŸ“Š Reinforced Cement Concrete Structures
Q. In a reinforced concrete column, the cross-sectional area of steel bar is As, and that of concrete is Ac. The equivalent area of the section in terms of concrete is equal to ?
  • (A) Ac + mAc
  • (B) Ac + mAs
  • (C) As - mAc
  • (D) Ac - mAs
πŸ’¬ Discuss
βœ… Correct Answer: (B) Ac + mAs
πŸ“Š Reinforced Cement Concrete Structures
Q. The effective depth of a singly reinforced rectangular beam is 300 mm. The section is over reinforced and the neutral axis is 120 mm below the top. If the maximum stress attained by concrete is 5 N/mm² and the modular ratio is 18, then the stress developed in the steel will be ?
  • (A) 130 N/mm²
  • (B) 135 N/mm²
  • (C) 160 N/mm²
  • (D) 180 N/mm²
πŸ’¬ Discuss
βœ… Correct Answer: (B) 135 N/mm²
πŸ“Š Reinforced Cement Concrete Structures
Q. The portion of the slab which acts monolithically with the beam and which resists the compressive stresses, is called ........... of flange of the T-beam ?
  • (A) breadth
  • (B) thickness
  • (C) depth
  • (D) height
πŸ’¬ Discuss
βœ… Correct Answer: (A) breadth
πŸ“Š Reinforced Cement Concrete Structures
Q. According to IS: 456-1978, the spacing of stirrups shall not exceed a distance .......... the lever arm of the resisting moment ?
  • (A) equal to
  • (B) double
  • (C) three times
  • (D) four times
πŸ’¬ Discuss
βœ… Correct Answer: (A) equal to
πŸ“Š Reinforced Cement Concrete Structures
Q. If L is the lever arm in a reinforced concrete beam, S is the total perimeter of the steel bars and F is the shear force, then the bond stress developed in concrete around the steel reinforcement is ?
  • (A) FS / L
  • (B) F.L / S
  • (C) F/SL
  • (D) F.S.L
πŸ’¬ Discuss
βœ… Correct Answer: (C) F/SL
πŸ“Š Reinforced Cement Concrete Structures
Q. The column head of a flat slab ?
  • (A) increases rigidity of the slab and column connection
  • (B) decreases resistance of the slab to shear
  • (C) increases the effective span of the slab
  • (D) all of the above
πŸ’¬ Discuss
βœ… Correct Answer: (A) increases rigidity of the slab and column connection

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