Technical value taki SX5 ø5,5xl. Pull-out load F z (N) Part II. Pull-over load F u (N) Part II
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1 Pull-out load F z (N) (Subconstruction) grade R m,min t II (mm) mat. ø (mm) F z,avg s R k SX5- SX5-L12- SX5-D12- S320GD 390 N/mm 2 1, ,5xL 5,5xL 5,5xL S320GD 390 N/mm 2 1, S N/mm 2 2, S N/mm 2 2, S N/mm 2 3, Approval S N/mm 2 4, * DIBt Z S N/mm 2 1, S N/mm 2 1, S N/mm 2 2, S N/mm 2 2, S N/mm 2 3, Material S N/mm 2 4, * fastener: austenitic stainless steel, A2 / N/mm 2 1, material grade A2 / AISI 304 A2 / N/mm 2 1, or A4 / AISI 316 washer: A =aluminium AlMg3 or S =stainless steel A2, AISI304 PE300 ½hart 240 N/mm 2 1, with vulcanised EPDM sealant AlMg3 220 N/mm 2 2, PE300 ½hart 240 N/mm 2 2, PE300 ½hart 240 N/mm 2 2, AlMg3 220 N/mm 2 3, AlMg3 220 N/mm 2 4, PE300 ½hart 240 N/mm 2 4, Head type * possible failure of A4 fasteners in tensile strength hexagonal head, 8 mm A/F L12 irius ø12mm underhead drive D12, ø12mm pan head, T25 recess Pull-over load F u (N) grade R m,min t I (mm) mat. ø (mm) F u,avg s R k S350GD 420 N/mm 2 0,50 S S350GD 420 N/mm 2 0,63 S R m,min is the minimum standard tensile strength S320GD 390 N/mm 2 0,75 S of Part 1 or 2 S320GD 390 N/mm 2 0,88 S S320GD 390 N/mm 2 1,00 S
2 Pull-over load F u (N) grade R m,min t I (mm) mat. ø (mm) F u,avg s R k S350GD 420 N/mm 2 0,50 S S350GD 420 N/mm 2 0,63 S S320GD 390 N/mm 2 0,75 S S320GD 390 N/mm 2 0,88 S S320GD 390 N/mm 2 1,00 S S350GD 420 N/mm 2 0,50 S S350GD 420 N/mm 2 0,63 S S320GD 390 N/mm 2 0,75 S S320GD 390 N/mm 2 0,88 S * S320GD 390 N/mm 2 1,00 S * AlMg3 ¾hart 265 N/mm 2 0,50 S PE300 ¼hart 220 N/mm 2 0,80 S AlMg3 240 N/mm 2 1,00 S AlMg3 ¾hart 265 N/mm 2 0,50 S PE300 ¼hart 220 N/mm 2 0,80 S AlMg3 240 N/mm 2 1,00 S AlMg3 ¾hart 265 N/mm 2 0,50 S PE300 ¼hart 220 N/mm 2 0,80 S AlMg3 240 N/mm 2 1,00 S Material S350GD 420 N/mm 2 0,50 S320GD 1,50 S S350GD 420 N/mm 2 0,50 S235 2,00 S S350GD 420 N/mm 2 0,50 S355 2,00 S R m,min is the minimum standard tensile strength S350GD 420 N/mm 2 0,50 S235 3,00 S of Part 1 or 2 S350GD 420 N/mm 2 0,50 S355 3,00 S
3 Material S320GD 390 N/mm 2 0,75 S320GD 1,50 S S320GD 390 N/mm 2 0,75 S235 2,00 S S320GD 390 N/mm 2 0,75 S355 2,00 S S320GD 390 N/mm 2 0,75 S235 3,00 S S320GD 390 N/mm 2 0,75 S355 3,00 S S320GD 390 N/mm 2 1,00 S320GD 1,50 S S320GD 390 N/mm 2 1,00 S235 2,00 S S320GD 390 N/mm 2 1,00 S355 2,00 S S320GD 390 N/mm 2 1,00 S235 3,00 S S320GD 390 N/mm 2 1,00 S355 3,00 S S320GD 390 N/mm 2 1,25 S320GD 1,50 S S320GD 390 N/mm 2 1,25 S235 2,00 S S320GD 390 N/mm 2 1,25 S355 2,00 S S320GD 390 N/mm 2 1,25 S235 3,00 S S320GD 390 N/mm 2 1,25 S355 3,00 S S320GD 390 N/mm 2 1,50 S320GD 1,50 S S320GD 390 N/mm 2 1,50 S235 2,00 S S320GD 390 N/mm 2 1,50 S355 2,00 S S320GD 390 N/mm 2 1,50 S235 3,00 S * S320GD 390 N/mm 2 1,50 S355 3,00 S * S N/mm 2 2,00 S355 2,00 S * S350GD 420 N/mm 2 0,50 S320GD 1,50 S S350GD 420 N/mm 2 0,50 S235 2,00 S S350GD 420 N/mm 2 0,50 S355 2,00 S S350GD 420 N/mm 2 0,50 S235 3,00 S S350GD 420 N/mm 2 0,50 S355 3,00 S S320GD 390 N/mm 2 0,75 S320GD 1,50 S S320GD 390 N/mm 2 0,75 S235 2,00 S S320GD 390 N/mm 2 0,75 S355 2,00 S S320GD 390 N/mm 2 0,75 S235 3,00 S S320GD 390 N/mm 2 0,75 S355 3,00 S S320GD 390 N/mm 2 1,00 S320GD 1,50 S S320GD 390 N/mm 2 1,00 S235 2,00 S S320GD 390 N/mm 2 1,00 S355 2,00 S S320GD 390 N/mm 2 1,00 S235 3,00 S R m,min is the minimum standard tensile strength S320GD 390 N/mm 2 1,00 S355 3,00 S of Part 1 or 2 3
4 Material S320GD 390 N/mm 2 1,25 S320GD 1,50 S S320GD 390 N/mm 2 1,25 S235 2,00 S S320GD 390 N/mm 2 1,25 S355 2,00 S S320GD 390 N/mm 2 1,25 S235 3,00 S S320GD 390 N/mm 2 1,25 S355 3,00 S S320GD 390 N/mm 2 1,50 S320GD 1,50 S S320GD 390 N/mm 2 1,50 S235 2,00 S S320GD 390 N/mm 2 1,50 S355 2,00 S S320GD 390 N/mm 2 1,50 S235 3,00 S * S320GD 390 N/mm 2 1,50 S355 3,00 S * S N/mm 2 2,00 S355 2,00 S * AlMg3 ¼h 220 N/mm 2 1,00 AlMg3 ¼h 2,00 S PE300 ½h 240 N/mm 2 1,50 AlMg3 ¼h 2,00 S PE300 ½h 240 N/mm 2 1,50 AlMg3 ¼h 3,00 S AlMg3 ¼h 220 N/mm 2 1,00 AlMg3 ¼h 2,00 S PE300 ½h 240 N/mm 2 1,50 AlMg3 ¼h 2,00 S PE300 ½h 240 N/mm 2 1,50 AlMg3 ¼h 3,00 S AlMg3 ¼h 220 N/mm 2 1,00 AlMg3 ¼h 2,00 S PE300 ½h 240 N/mm 2 1,50 AlMg3 ¼h 2,00 S PE300 ½h 240 N/mm 2 1,50 AlMg3 ¼h 3,00 S AlSi1MgMn ¼h 260 N/mm 2 0,50 S320GD 1,50 S AlSi1MgMn ¼h 260 N/mm 2 0,50 S320GD 1,50 S AlSi1MgMn ¼h 260 N/mm 2 0,50 S320GD 1,50 S R m,min is the minimum standard tensile strength of Part 1 or 2 4
5 Tensile breaking load Z b (N) fastener in A2 material X = s = 166 fastener in A4 material X = s = 57 Shear breaking load Q b (N) fastener in A2 material X = 9978 s = 210 fastener in A4 material X = 8992 s = 215 Evaluation of the characteristic value R k for the F z, F u and F q : equations (1) and (2) R k = ( F avg - k * s ) * (1) m,min/r m,obs * t min /t obs ) (2), where F avg is the mean of ultimate failure loads,, where R m,min is the minimum standard tensile strength of Parts 1 or 2 and corresponds to tests: F z, F u and F q R m,obs is the actual, tested tensile strength of Parts 1 or 2 k is the statistical coefficient t min is the minimum standard steel thickness of Parts 1 or 2 s is the standard deviation t obs is the actual, tested steel thickness of Parts 1 or 2 - the sample size n for all tests is 12 pieces Sources: - k = 2,048 with a sample size n = 12 - material properties according to the European product standards (EN) - the maximum value of F avg for shear load, is obtained - thickness tolerances according to the European product standards (EN) between a displacement of 0,5-3,0mm - design thickness t min for aluminium is set to 90% of the nominal - Part 1 is considered critical for failure in shear unless - test method according to EN , CUAP 06.02/07 and ECCS 124 otherwise marked 5
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