Eurotec catalogue fastening technology Page 225
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Timber engineering KonstruX ST with cylinder head and drill point 6,5 mm: Shearing strength ratio without pre-drilling Dimensions Ød1 x L [mm] A [mm] B [mm] Axial pull-out load capacity Shearing strength ratio without pre-drilling Characteristic value of the joint‘s loadbearing capacity Rax,k to ETA-11/0024 Characteristic value of the joint‘s loadbearing capacity Rk to ETA-11/0024 Rax,k a) - [kN] Rk a) - [kN] Rk a) - [kN] Rk a) - [kN] Rk a) - [kN] α= 0° α= 90° αA= 0° αB= 90° αA= 90° αB= 0° 6,5 x 120 60 80 4,35 3,83 3,37 3,83 3,37 6,5 x 140 80 80 4,43 3,85 3,39 3,39 3,85 6,5 x 160 80 100 5,94 4,22 3,76 4,22 3,76 6,5 x 195 100 100 7,20 4,54 4,08 4,08 4,54 Calculation according to ETA-11/0024. Wood density ρk= 380 kg/m³. All mechanical values provided should be viewed as subject to the assumptions that have been made and represent example calculations. All values are calculated minimum values and are subject to typographical and printing errors. a) The characteristic values of the load-bearing capacity Rk cannot be treated as equivalent to the max. possible load (the max. force). Characteristic values of the load-bearing capacity Rk should be reduced to dimensioning values Rd with regard to the usage class and class of the load duration: Rd= Rk · kmod / γM. The dimensioning values of the load-bearing capacity Rd should be contrasted with the dimensioning values of the loads (Rd ≥ Ed). 225
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