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ELESA+GANTER
h%1%: 20 d%2%: M 24 d%3%: 35 l3: 226 l8: 30 l9: 70 d%1%: 80 l%4%: 67 l%5%: 67 l%6%: 42 A/F%5%: 20 A/F%6%: 30 static load F in kN: 24..
d%2%: 50 d%3%: 90 d%4%: 50 m: 24 Material: steel k: 20 l: 36 d%1%: M 24 e: 18 h: 90 Part material: Stainless steel F%1% max. in [N]: 18000 F%2% max. in [N]: 12..
h%1%: 9 d%2%: M 16 k: 70.5 h2: - h4: 26.5 l1: 200 d%1%: 100 static load F in kN: 17 A/F%2%: 12..
h%1%: 8.5 d%2%: M 20 k: 54.5 l%2%: 200 h2: 2 h5: 23 d%1%: 80 A/F%5%: 16 static load F in kN: 35 A/F%4%: 13..
h%1%: 9 d%2%: M 16 k: 70.5 h2: 3 h4: 26.5 l1: 125 d%1%: 100 static load F in kN: 17 A/F%2%: 12 A/F%3%: 8..
h%1%: 8.5 d%2%: M 24 l%2%: 100 h2: 2 h5: 26 d%1%: 80 A/F%5%: 20 static load F in kN: 52 A/F%4%: 17..
h%1%: 9 d%2%: M 16 k: 70.5 h2: 3 h4: 26.5 l1: 125 d%1%: 100 static load F in kN: 17 A/F%2%: 12 A/F%3%: 8..
h%1%: 8.5 d%2%: M 24 h2: - h4: 30.5 l1: 200 d%1%: 80 static load F in kN: 46 A/F%2%: 19 A/F%3%: 12..
d%2%: B 30 d%3%: M 8 m: 60 l%2%: 35 l1: 96 d%1%: B 30 k%2%: 42 k%1%: 37..
h%1%: 9 d%2%: M 24 k: 70.5 h2: - h4: 31.5 l1: 100 d%1%: 100 static load F in kN: 46 A/F%2%: 19..
d%2%: M 16 d%3%: 26 Material: Stainless steel l%2%: 96 a: 32 l3: 115 l1: 64 b: 16 Design: Fork joints Mounting: Internal thread l%4%: 24 d%1%H9/h11: 16..
h%1%: 9 d%2%: M 16 h2: 3 h4: 26.5 l1: 125 d%1%: 100 static load F in kN: 17 A/F%2%: 12..
L: 213 e: 105 C [Nm]: 12 search-level_tubular_window:PC search-transparent_front_protection: E.G ring: NBR search-stainless-steel: SST Hole spacing (f): 176 d'..
d%2%: 6 m: 27.2 Material: steel l%2%: 5 l3: 14 pp: 12 l1: 10 b: 15 d%1%: M 6 h: 39.2 l%4%max: 9..
d%2%: M 36 x 2 l3: 27 l1: 110 d%1%: 160 l%2%≈: 45 A/F%1%: 30 A/F%2%: 30 Static load F in kN: 120 d%3%H13: 17.5..
d%2%: 19 d%3%: 20 d%1%-0.04/-0.08: 16 Positioning hole H11: 16 l%1%+0.6: 40 l%2%+ - 1: 14 l%3%+0.2: 32 Double shear force in kN≈ according to DIN 50141: 257..
Material: steel Hole: plain l%2%: 124 l3: 43 l1: - d%1%: 32 d%2%H7: 20 l%4%: 38 sH10: - t%+1% max. shaft length: 24..
d%2%: 19 d%3%: 20 d%1%-0.04/-0.08: 16 Positioning hole H11: 16 l%1%+0.6: 45 l%2%+ - 1: 14 l%3%+0.2: 32 Double shear force in kN≈ according to DIN 50141: 257..
h%1%: 8.5 d%2%: M 24 h2: 2 h4: 30.5 l1: 150 d%1%: 80 static load F in kN: 46 A/F%2%: 19..
d%2%: 19 d%3%: 20 d%1%-0.04/-0.08: 16 Positioning hole H11: 16 l%1%+0.6: 50 l%2%+ - 1: 14 l%3%+0.2: 32 Double shear force in kN≈ according to DIN 50141: 257..
