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Found 9 results

  1. Asalamualaikum all, I have columns which are conflicting with the underground water tank as shown in figure. So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point loa...
  2. AOA. i have a question. how much load should we consider for a water tank for the commercial purpose according to ACIor any other code.
  3. The post contains an attachment containing the seismic analysis of the over head water tank, performed by using guidelines of ACI 350.3-06. The report doesn't address every structural component, but can serve as reference for anyone who wants to check the frame-supported overhead water tank for...
  4. A.O.A all members! Needs detail calculatons and modaling in sap2000 considering seismic forces on staging of O.H.W.T. elevation of tank about 70'.
  5. CAN nay one share RCC design of over head water tank or any spread sheet related to the topic..kindly share
  6. Guide for computing moments and shears in rectangular concrete tanks. rectangular concrete tanks.pdf
  7. I am designing a water tank as per ACI350-06. I want to add a extra reinforcement with the base reinforcement i.e., d16/200 (base reinforcement) and d12/100 (extra reinforcement). Environmental Durability factors for d16/200 and d12/100 are 1.52 and 1.21 respectively. Reinforcement diameter is negle...
  8. How do we consider the weight/load of top slab of a UGWT while we design its walls as cantilever retaining walls ???
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