NS EN 12573-2 : 1ED 2000
Current
The latest, up-to-date edition.
WELDED STATIC NON-PRESSURISED THERMOPLASTIC TANKS - PART 2: CALCULATION OF VERTICAL CYLINDRICAL TANKS
12-01-2013
Foreword
1 Scope
2 Normative references
3 Symbols and abbreviations
4 General principles
5 Temperature
6 Cylinder dimensions
6.1 General
6.2 Lower band
6.3 Other bands
6.4 Cylinder made from sheets
7 Base thickness
8 Roof dimensions
9 Nozzles
10 Lifting lugs
Annex A (informative) A-deviations
Establishes rules for the design and calculation of welded static, vertical, non-pressurized, cylindrical, flat-bottom thermoplastic tanks. Applicable to tanks fabricated in the following thermoplastics. Polyethylene (PE), Polypropylene (PP) Poly (vinyl chloride) (PVC) Poly (vinylidene fluoride) (PVDF). Does not take into account wind and/or snow loading. If wind or/and snow loading has to be taken into account additional calculations are necessary. Applicable to tanks in which the cylindrical shell is made of welded plates or a wound cylinder or an extruded pipe. Short-term and long-term active pressures as well as the hydrostatic loading are taken into account in the calculation.
| DocumentType |
Standard
|
| PublisherName |
Norwegian Standards (Norges Standardiseringsforbund)
|
| Status |
Current
|
| Standards | Relationship |
| EN 12573-2:2000 | Identical |
| DIN EN 12573-2:2000-12 | Identical |
| UNI EN 12573-2 : 2001 | Identical |
| BS EN 12573-2:2000 | Identical |
| UNE-EN 12573-2:2001 | Identical |
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