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About Joints in Water Retaining Structure
I've been designing water tanks of various shapes and sizes for a couple of years now. The design is to BS8007 with max crack width of 0.2mm. Does anyone know if there is any definite recommendation when the size of a water tank would necessitate contraction joints to control early cracking?
Detailed Information
| Author: | ['Gibbis11'] |
|---|---|
| Publication Year: | 2011 |
| Pages: | 5 |
| Language: | English |
| Format: | |
| Price: | FREE |
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