EN 12811-1 PDF

Find the most up-to-date version of EN at Engineering Buy EN TEMPORARY WORKS EQUIPMENT – PART 1: SCAFFOLDS – PERFORMANCE REQUIREMENTS AND GENERAL DESIGN from SAI. Specifies performance requirements and methods of structural and general design for access and working scaffolds. Requirements given are for scaffold.

Author: Terr Kekazahn
Country: Uruguay
Language: English (Spanish)
Genre: Politics
Published (Last): 26 April 2009
Pages: 401
PDF File Size: 13.17 Mb
ePub File Size: 6.52 Mb
ISBN: 933-5-14735-578-1
Downloads: 34323
Price: Free* [*Free Regsitration Required]
Uploader: Faezahn

The analysis of the scaffold includes proper defi- nition of loads and combinations, calculation and design in compliance with the scaffolding-related code. Scaffolds – Performance requirements and general design. All drawings remain connected to the original model, which means that they are automatically regenerated after any modification of the model.

These are substantially independent of the materials of which the scaffold is made.

SCIA Engineer uses a stability analysis to determine the buckling shapes of the scaffold, which in turn are used as imperfections for the full second order analysis. Leistungsanforderungen, Entwurf, Konstruktion und Bemessung.

Scaffolding checks EN (esasd)

The Eurocode steel code check has been extended for the design of scaffolding projects. The generated images can be edited, combined with other drawings and inserted in a paper space gallery.

In the ultimate limit state, the scaffold members are checked according to the capacity check defined in EN In addition to the specific scaffolding checks, full design and check of the structure according to EN is also available for those scaffolds which do not meet the EN prerequisites.

Additions have been made for:. If specific test results for the diagonals of modular systems are available, the stiffness derived from the tests is accounted for using a translation spring.


In addition to the eccentricity, a special behaviour of diagonals in modular systems is that they mostly have a small gap along their length, caused by a slight margin between the pen and hole. Ej is for example used for generation of wind loading on the scaffold. Moreover, the horizontal resistance is purely dependent on friction. Performance requirements and general design Status: See national foreword on future corrections to be made.

Temporary works equipment – Part 1: Scaffolds – Performance requirements and general design

The standards provide facilities at pre- 128111-1 modular intervals for the connection of the other scaffold components. SCIA Scaffolding allows rn an accurate modelling of different scaffolding components including their appropriate specifics.

SCIA Scaffolding offers different approaches for modelling of different types of scaffold. Your basket is empty. One of the main advantages is a short erection ne. This is particularly important for ledgers that support floor boards.

Other calculation features are used for handling of various specifics of scaffold structures: This document Older versions. Integrates complete modelling, analysis and drawings. Semi-automatic determination of buckling lengths. This means the system length should go on beyond the flexible spring. Customers who bought this product also bought BS EN If wooden planks are used, however, the stiffness of the planks cannot be 128811-1 for since the planks are put loose on the transoms.

This is modelled using friction supports. We use cookies to make our website easier to use and to better understand your needs. Equipements temporaires de chantiers. It is to be used in conjunction with the Eurocodes for structural design. Document Status Indicators The Green document status indicator indicates that the document is: Scaffolding structures typically have two types of floor systems: Modular systems are defined as systems in which the transoms and standards are separate components.


Want access to British Standards?

In addition, any pre-prepared User Blocks, i. The user chooses what best meets their current needs.

BS EN 12811-1:2003

Temporaere Konstruktionen fuer Bauwerke. The Amber document status indicator indicates that some caution is needed when using this document – it is either: In SCIA Engineer the determination of system lengths and buckling lengths beyond a node with a flexible hinge is different from the standard solution where the system and buckling lengths are determined by the flexible hinge and will be cut at the level with the hinged node.

Also specifies structural design rules when certain materials are used and general rules for prefabricated equipment. Their main advantage is their versatility. Specific 1281-1 according to EN and EN Take the smart route to manage medical device compliance. The Red document status indicator indicates that the document is an 128111- version The document has likely been withdrawn by the publisher, also the meta data presented here may be out of date as it is no longer being maintained by the editorial teams at NBS.

Again there may be more recent versions of the document.