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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 loa...
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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...- 6 replies
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- 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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- 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 negle...
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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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