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Showing results for tags 'overhead water tank'.
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Dear Engineers! i need guidance in modelling overhead water tank in etabs. For Top Slab, the spans are 30'x30'. Should i provide beams to support the slab. Further, normally we dont see columns extending to the top and terminates at the verge of shear wall. should i extend the columns beyond the last level and extend it in the water tank walls to support the beams. Further, if beams are necessary they will cross each other in the middle but will be without any support due to water tank. lastly, what should be the preferred foundation type. also detailing of RCC wall -
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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