Our account managers and application engineers are happy to provide more detailed information - to answer your questions, or together with you to develop the supports using our proprietary planning software solutions.
Unless otherwise noted, all specifications apply to predominantly static loads at room temperature. The design loads are understood to be nominal and relate, unless stated otherwise, to the main load direction. The load introduction into the building must be checked on site by the customer.
Allowable loads (Fperm.) describe the maximum exposure to external influences and are for the purposes of the security concept by Eurocode 3 (DIN EN 1993: 2010) to be understood as derived from characteristic values.
When selecting the support components, compliance with the allowable load for each participating product must be observed. As is well known, the weakest link of the load combination on the overall structure is decisive. If the connection geometry's bending strength is low the mentioned torques have to be reduced.
Surface finishes of the support components are suitable for the following environmental conditions:
|Surface / material
according to DIN EN ISO 12944-2
|Galvanisation||up to ≤ C1|
|HCP||up to ≤ C4|
|Stainless stelle||up to ≤ C5I (industry)|
This catalogue is intended only for the use of the recipient, and is the full property of Sikla. All technical diagrams and information is correct to the best of our knowledge. Pictures and drawings are not binding. Sikla cannot be held responsible for any printing errors.
Changes and improvements in regards to design are subject to change. Our terms and conditions of sale, delivery and payment can be found in the current Sikla price list.
® Sikla 04/2016
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