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Found 4 results

  1. Salam, What is history of 1 percent minimum reinforcement in RCC columns, could we reduce it where columns have very large size due to architectural reasons and Moment Frames has very low demand, please guide. Thank You
  2. The minimum amount and spacing of reinforcement to be used in structural floors, roof slabs, and walls for control of temperature and shrinkage cracking is given in ACI 318 or in ACI 350R. The minimum-reinforcement percentage, which is between 0.18 and 0.20%, does not normally control cracks to with...
  3. Hello Fellow Engineers. Well I do Know that, Etabs Checks all the members for there minimum area of Reinforcement as per code. But I came across one design of mine where I see for a beam size of 228.6 mm wide and 304.8 mm deep. Etabs gives Bottom reinforcement less than what I calculated manual...
  4. Following are the limitations imposed by ACI for calculating minimum reinforcement in case of slabs and beams: As (min) = 0.002 bh or 0.0018 bh (for slabs) As(min) = (200/ fy ) b x d ( Governing for beams when fc' < 4500 psi) I tried to calculate isolated footing flexural reinforcemen...
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