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Found 2 results

  1. Hira Malik
    I am trying to do the design of culverts (single and multi cell) using moment distribution method. 1. Confused about how to calculate horizontal and vertical moments in the wall. Which one will govern? 2. ACI 350-01 says use minimum shrinkage reinforcement ratio as 0.003. Which seems to result in #4 bars @4"c/c which seems too much. 3. Can anyone give me the link to download ACI 350-06 ? 4. Any excel sheet or document using moment distribution for culvert design will really help.
  2. Badar (BAZ)
    Guide for computing moments and shears in rectangular concrete tanks. rectangular concrete tanks.pdf
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