BS EN 1295-1

[naster]

BS EN 1295-1:1998
Structural design of buried pipelines under various conditions of loading. General requirements

Status: CU
Publication Date: 15/06/98
Committee: FME/9
ISBN: 0580291499
Pages: 38
International Equivalent: EN 1295-1:1997

Descriptors:
Pipelines, Pipes, Structural design, Loading, Underground, Imposed loading, Mathematical calculations, Formulae (mathematics), Water supply, Sewers, Sewerage, Drainage, Pressure pipes, Flexible pipes, Rigid pipes, Semi-rigid structures, Pipe laying, Safety measures, Factor of safety, Strength of materials, Physical properties of soils, Flow charts, Bibliography

Cross references:
ISO 2785, ONORM B 5012-1, ONORM B 5012-2, DS 430, DS 437, ATV A 161, ATV A 127, NEN 3218, NEN 7126, CUR Report No. 122, UNE 53331, UNE 88211, VAV P9, VAV P43, VAV P48, VAV P56, VAV P70, SIA V 190, SIA Dokumentation D 01000, BS 8005:Part 1, BS 8301, The Building Regulations 1985, prEN 1610

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Moderator note:
Info added. Thread moved from Request Section to Codes, Manual & Handbook Section. (Grunf)

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[ahphuah]

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Here it is bro..Have it.

[ziggywas1]

This is prCEN-TR 1295-2.
Warning Note that quality is poor (bitmaps made with printscreen)

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[arshiakh]

BS EN 1295-1:1998

Size: 383 KB | Format: PDF | Quality: Unspecified | Year: 1998 | pages: 38

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[ir_71]

Structural design of buried pipelines under various conditions of loading. Part 1. General requirements



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• Author(s): Technical Committee CEN/TC 165
• Published Year: CEN
  
• Published Year: 1997
  
• Size: 0.37 MB
• Quality: Original preprint
• Related Link:
  Private Note:
  

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• Abstract:
  This standard specifies the requirements for the structural design of water supply pipelines, drains and sewers, and other water industry pipelines, whether operating at atmospheric, greater or lesser pressure.
  In addition, this standard gives guidance on the application of the nationally established methods of design declared by and used in CEN member countries at the time of preparation of this standard.
  This guidance is an important source of design expertise, but it cannot include all possible special cases, in which extensions or restrictions to the basic design methods may apply.
  Since in practice precise details of types of soil and installation conditions are not always available at the design stage, the choice of design assumptions is left to the judgement of the engineer. In this connection the guide can only provide general indications and advice.
  This Part of the standard specifies the requirements for structural design and indicates the references and the basic principles of the nationally established methods of design (see annexes A and B).

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