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EVENT TECHNOLOGY I<br />

Trusses in event technology according to Eurocode<br />

Trusses are used in event technology as load bearing elements for example for stages,<br />

tents and riggs. This use requires the compliance with quality standards in the production<br />

of the trusses and the proof of stability of the construction by a structural analysis.<br />

Meanwhile this has to be done according to<br />

the following European standards:<br />

EN-1999-1-1Eurocode 9:<br />

EN-1090-3:<br />

Design of aluminium structures<br />

Part 1-1: General structural rules<br />

Technical requirements for<br />

aluminium structures<br />

These codes represent the generally accepted standards of<br />

technology. In Germany the lists of acknowledged technical<br />

construction regulations of the federal states as well as the<br />

accident prevention regulations refer to these codes. After a<br />

transitional period the former relevant German standard DIN<br />

4113 part 1 – 3 is obsolete now.<br />

In Germany it is established to proof the compliance with the<br />

standards by a certification of a technical testing association<br />

(by example TÜV) . This certification usually includes a check<br />

of the welding qualification certificate and the published load<br />

charts. Therefore these certifications have also to be updated<br />

according to the new standards. The values in the load charts<br />

of all trusses and manufacturers will change at least slightly.<br />

Note: This certification has no significance for constructions<br />

that need building authority approval. The use has to be<br />

checked for every single case, but in doing so the same<br />

standards are valid.<br />

This article deals with the changes that were made in<br />

Eurocode 9 compared to DIN 4113 and gives background<br />

information on the use and applicability of load charts.<br />

What changed with the implementation of the Eurocodes<br />

resp. what remained the same?<br />

First off:<br />

The quality of the used aluminium alloy and the competence<br />

of the welder have not changed with the introduction of<br />

Eurocode 9. In other words, a truss that has been manufactured<br />

before the implementation of Eurocode 9 has no better<br />

or worse quality than a truss manufactured after the<br />

implementation.<br />

What changed is the basic safety concept (not the safety level)<br />

and the determination of the bearing capacity. This is why the new<br />

load charts can and will differ from the old charts.<br />

Safety concept:<br />

DIN 4113 which is no longer valid, was one of the last standards<br />

based on a safety concept with global safety factors.<br />

According to this concept all safeties that have to be<br />

considered were applied generally on the material side which<br />

means the actual material data, e.g. tensile strength or yield<br />

strength of the aluminium alloy was reduced by a global<br />

safety factor.<br />

All new standards and thus also Eurocode 9 define a safety<br />

concept with partial safety factors. It is differentiated<br />

between uncertainties on the loading side and on the material<br />

side. For the calculation the existing or expected loading, the<br />

so called characteristic loads are increased by a safety factor<br />

and the bearing resistance of the aluminium elements is<br />

reduced by an additional own safety factor. The bearing<br />

capacity according to DIN 4113 is therefore not equivalent to<br />

the bearing capacity according to Eurocode 9. Only if the<br />

safety factors on the loading side are taken into account the<br />

values are comparable.<br />

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