Eurotec catalogue fastening technology Page 273
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[dB] Timber engineering 20,00 15,00 10,00 5,00 0,00 0 -5,00 1 2 3 4 5 6 -10,00 -15,00 -17/2,98 -20,00 -25,00 -30,00 f/f0 In the last step, the material’s deflection is identified. This step is particularly important for the building’s designers. The deflection is also identified using the continuous load, and there is a separate graph for each material. For the sample calculation with SK02 and 0,3 N/mm², the following graph shows a deflection of 0,8 mm. The graphs shown here are naturally adapted to the factors identified previously. SK02 Deflection [mm] 7 6 5 4 3 2 6 mm 0,8/0,3 1 12,5 mm 0 25 mm 0,2 0,3 0,4 Load N/mm2 © samserius – stock.adobe.com 0,1 273
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