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ELESA+GANTER
L: 291 e: 183 C [Nm]: 12 color: - search-level_tubular_window:PC ring: FKM search-stainless-steel: ZN Hole spacing (f): 254 d'%-0.2%: 12.5 f': 254±0.5 search-t..
h%1%: 9 d%2%: M 20 k: 70.5 l%2%: 125 h2: 3 h5: 24 d%1%: 100 A/F%5%: 16 static load F in kN: 35 A/F%4%: 13..
m: 13 f: 76 Material: steel l: 20 l1: 26.5 L: 102 H: 55 B: 19/05 e: 43.5 C [Nm]: 12 C: 30.5 d:M10 A: 20 d'%-0.2%: 10.5 f'%±0.2%: 76..
d%3%: M 6 l%2%: 31 l: 23.5 l1: 23.5 b: 4 d%1%: 33 d%2%H7: K 12 d%0%: 40 / 50..
m: 13 f: 76 Material: steel l: 20 l1: 26.5 L: 102 H: 55 B: 19/05 e: 43.5 C [Nm]: 12 C: 30.5 d:M10 A: 20 d'%-0.2%: 10.5 f'%±0.2%: 76..
m: 13 f: 76 l: 20 l1: 26.5 L: 102 H: 55 B: 19/05 e: 43.5 C [Nm]: 12 C: 30.5 d:M10 A: 20 d'%-0.2%: 10.5 f'%±0.2%: 76..
L: 164 e: 56 C [Nm]: 12 color: - search-level_tubular_window:PC ring: NBR search-stainless-steel: SST Hole spacing (f): 127 d'%-0.2%: 12.5 f': 127±0.5 search-t..
L: 213 e: 105 C [Nm]: 12 color: - search-level_tubular_window:PC ring: FKM search-stainless-steel: SST Hole spacing (f): 176 d'%-0.2%: 12.5 f': 176±0.5 search-..
h%1%: 20 d%2%: M 24 s: 3 h2: 6 d%1%: 100 l%4%: 67 l%5%: 67 l%6%: 42 A/F%5%: 20 A/F%6%: 30 static load F in kN: 21 l%3%+4.0/0: 276..
h%1%: 8.5 d%2%: M 20 l%2%: 100 h2: 3 h5: 24 d%1%: 100 A/F%5%: 16 static load F in kN: 35 A/F%4%: 13..
h%1%: 49 d%2%: 9 d%3%: M 20 x 1 Material: steel r: M 8 h2: 63 h3: 14 d%p6/h6%: 32 d%1%: 32 Part material: Steel For screw: M 8 Static load F in kNF%1%: DIN 181..
h%1%: 22 d%2%: M 30 s: 4 h2: 6 l1: 200 d%1%: 120 static load F in kN: 22 A/F%2%: 24 A/F%3%: 12 h%4%+4.0/0: 46..
d%2%: 19 d%3%: 20 d%1%-0.04/-0.08: 16 Positioning hole H11: 16 l%1%+0.6: 130 l%2%+ - 1: 14 l%3%+0.2: 32 Double shear force in kN≈ according to DIN 50141: 155..
h%1%: 20 d%2%: M 24 Hole:- s: 3 h2: 6 d%1%: 100 color: yellow l%4%: 67 l%5%: 67 l%6%: 42 A/F%5%: 20 A/F%6%: 30 static load F in kN: 21 l%3%+4.0/0: 176..
h%1%: 49 d%2%: 11 d%3%: M 20 x 1 Material: steel r: M 10 h2: 63 h3: 14 d%p6/h6%: 32 d%1%: 32 Part material: Steel For screw: M 10 Static load F in kNF%1%: DIN ..
h%1%: 9 d%2%: M 24 l%2%: 100 h2: - h5: 27 d%1%: 100 A/F%5%: 20 static load F in kN: 52 A/F%4%: 17..
h%1%: 21 d%2%: M 24 d%3%: 35 l3: 227 l8: 30 l9: 80 d%1%: 100 l%4%: 67 l%5%: 67 l%6%: 42 A/F%5%: 20 A/F%6%: 30 static load F in kN: 21..
h%1%: 9 d%2%: M 20 k: 70.5 l%2%: 200 h2: - h5: 24 d%1%: 100 A/F%5%: 16 static load F in kN: 35 A/F%4%: 13..
d%2%: 19 d%3%: 58 d%4%: 24 m: 27.5 l3: 36.5 d%1%-0.04/-0.08: 16 Positioning hole H11: 16 l%1%+0.6: 60 l%2%+ - 1: 14 Double shear force in kN≈ according to DIN ..
d%2%: 19 d%3%: 58 d%4%: 24 m: 27.5 l3: 36.5 d%1%-0.04/-0.08: 16 Positioning hole H11: 16 l%1%+0.6: 70 l%2%+ - 1: 14 Double shear force in kN≈ according to DIN ..
