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Showing results for tags 'Water tank'.
Found 9 results
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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 load from columns. This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?
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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.
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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 seismic forces. Water tank Seismic FORCES - SEFP.pdf- 6 replies
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- water tank
- overhead water tank
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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'.
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CAN nay one share RCC design of over head water tank or any spread sheet related to the topic..kindly share
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Guide for computing moments and shears in rectangular concrete tanks. rectangular concrete tanks.pdf
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- 9
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- Concrete tanks
- tanks
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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 neglected in the factor as per code. What will be the governing Environmental Durability Factor out of it, I have to consider in the design? I am comparing this factor with factor of safety calculated from provided to required reinforcement.
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what should we take as udl in designing of top slab ?? -
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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- Water tank
- underground
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