CHASSIS MODIFICATIONS 2-33 E UROCARGO Euro 4/5 Table 2.14 Installing a towing device Print 603.93.431 Base - January 2008 Modulus of resistance Wx of the subframe section (cm3) Chassis Whe Rear R = Maximum mass of the trailer (kg) S = Static vertical load (kg) Model frame section t (mm) el- base over- hang R≤4500 S≤450 R≤6500 S≤650 R≤9500 S≤950 R≤10500 S≤1000 AxB (mm) (mm) (mm) Yield point of material used (N/mm2) 240 360 240 360 240 360 240 360 3105 1313 A A 16 A 60EP 3330 1830 A A 19 16 3105 1313 A A 16 A 65EP 172,5 x 65 3330 1830 A A 19 16 3105 1313 16 A 16 A 75EP 3330 1830 16 16 22 16 75E 2700 1290 A A A A 4 3105 1313 A A 16 A 16 A 80EP 3330 1830 16 A 19 16 26 16 3105 1313 A A 16 A 16 16 90EP 3330 16 A 19 16 29 16 195 x 65 3690 1830 29 16 32 19 58 35 3105 1313 A A 16 A 19 16 100EP 3330 19 16 22 16 29 16 3690 1830 32 19 58 35 87 52 Modulus of resistance Wx of the subframe section (cm3) Chassis Whe Rear R = Maximum mass of the trailer (kg) S = Static vertical load (kg) Model frame section t (mm) el- base over- hang R≤4500 S≤450 R≤6500 S≤650 R≤8500 S≤850 R≤9500 S≤950 R≤10500 S≤1000 AxB (mm) (mm) (mm) Yield point of material used (N/mm2) 240 360 240 360 240 360 240 360 240 360 80EL 172,5 x 65 4 2700 1290 A A A A 16 A 3105 1313 A A 16 A 16 A 3330 1830 16 A 19 16 26 16 3690 30 16 33 23 58 35 4185 2145 44 23 72 44 88 65 5 4815 2505 58 22 88 40 - 58 80ELP 4 3105 1313 16 A 19 16 19 16 3330 1830 16 16 26 16 29 19 3690 32 19 58 35 72 52 4185 2145 44 32 72 52 104 65 5 4815 2505 58 22 87 40 - 58 120EL 110EL 195 x 65 5 3105 1313 A A A A 16 A 16 A 3330 1830 16 A 16 16 26 16 26 16 3690 44 19 58 26 87 35 87 40 6 4185 2145 72 22 87 29 104 40 122 52 4455 2280 72 26 104 35 122 52 - 58 4815 2505 104 40 122 52 - 65 - 72 120ELP 110ELP 5 3105 1313 A A 16 A 16 16 19 16 3330 1830 19 16 26 16 29 16 32 19 3690 58 22 72 35 104 52 104 52 6 4185 2145 72 22 87 29 122 40 122 52 4455 2280 87 22 104 40 122 52 - 52 4815 2505 104 32 122 52 - 65 - 69