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ELESA+GANTER
h%1%: 18 d%2%: M 20 s: 3 h2: 5 l1: 100 d%1%: 80 static load F in kN: 15 A/F%2%: 15 h%4%+4.0/0: 33..
d%2%: M 8 d%3%: 20 d%4%: 25 Material: steel l%2%: 30 l3: 19.5 l1: 82 t: - b: 20 d5: - d%1%: - h: 1 l%4%: 3 l%5%: 3.7 l%6%: - l%3%min: 19.5 l%3%max: 22.5..
h%1%: 20 d%2%: M 20 s: 3 h2: 6 l1: 75 d%1%: 100 static load F in kN: 14 A/F%2%: 15 A/F%3%: 10 h%4%+4.0/0: 35..
Material: steel Part material: Stainless steel Clamping range: 17 - 25 Closing range of bolt A (door + frame thickness): A 1 (l 35)..
d%2%: - Material: stainless steel k: 15 l: 250 d%1%: D 8 color: -..
Material: steel Part material: Stainless steel Clamping range: 17 - 25 Closing range of bolt A (door + frame thickness): A 1 (l 35)..
Material: steel pp: 24 l: 198 l1: 43 L: 241 D: 80 Part material: Stainless steel d: M24 Ball joint Ø: 24 [N]*: 4000 [N]**: 18000..
d%2%: 9.5 d%3%: 14 d%1%-0.04/-0.08: 8 Positioning hole H11: 8 l%1%+0.6: 60 l%2%+ - 1: 8.2 l%3%+0.2: 27 Double shear force in kN≈ according to DIN 50141: 63..
d%2%: M 8 Material: aluminum l%2%: 230 l3: 170 Color: silver and black b: 18 d%1%: 30 h: 60 l%4%: 265 l%5%: 85 l%6%: 17 l%1% + -0.5: 200 l%7%max: 8.5..
h%1%: 18 d%2%: M 16 s: 3 h2: 5 l1: 125 d%1%: 80 static load F in kN: 15 A/F%2%: 12 A/F%3%: 8 h%4%+4.0/0: 32..
d%2%: M 6 d%3%: 20 d%4%: 25 Material: steel l%2%: 25 l3: 19.5 l1: 82 t: - b: 20 d5: - d%1%: - h: 1 l%4%: 3 l%5%: 3.7 l%6%: - l%3%min: 19.5 l%3%max: 22.5..
h%1%: 22 d%2%: M 30 s: 4 r: 4 h2: 6 h4: 46 l1: 150 d%1%: 120 static load F in kN: 20 A/F%1%: 24 x min.: 20 A/F%2%: 24 A/F%3%: 12..
d%2%: 14 +1 d%3%: 11.9 d%4%: 18 Material: steel l%2%: 11.3 a: 3.8 l3: 26 b: 1 d5: 34 d%1%-0.1: 12 l%1%+0.4: 100 Load in kN≈ (Double shear force): 75..
d%2%: 12 d%3%: 14 d%1%-0.04/-0.08: 10 Positioning hole H11: 10 l%1%+0.6: 50 l%2%+ - 1: 9.6 l%3%+0.2: 27 Double shear force in kN≈ according to DIN 50141: 60..
d%2%: 12 d%3%: 14 d%1%-0.04/-0.08: 10 Positioning hole H11: 10 l%1%+0.6: 30 l%2%+ - 1: 9.6 l%3%+0.2: 27 Double shear force in kN≈ according to DIN 50141: 60..
h%1%: 18 d%2%: M 20 s: 3 h2: 5 l1: 200 d%1%: 80 static load F in kN: 19 A/F%2%: 15 h%4%+4.0/0: 33..
d%2%: 12 d%3%: 14 d%1%-0.04/-0.08: 10 Positioning hole H11: 10 l%1%+0.6: 35 l%2%+ - 1: 9.6 l%3%+0.2: 27 Double shear force in kN≈ according to DIN 50141: 60..
h%1%: 35 d%2%: - d%4%: 25 Hole: plain h2: 18 t2: - d%1%: 60 t%1%min.: 22 d%3%H7: B 12..
d%2%: M 16 l%2%: - l3: 37.5 A/F: 24 d%1%: 60 T min.: 16 l%4%: - l%5%: 10..
d%2%: 12 d%3%: 14 d%1%-0.04/-0.08: 10 Positioning hole H11: 10 l%1%+0.6: 40 l%2%+ - 1: 9.6 l%3%+0.2: 27 Double shear force in kN≈ according to DIN 50141: 60..
54.70€
54.70€