| | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | |
| | | XLR Series | | |
| | | |
| | | Application Worksheet - Calculation of Effective Reaction Rdye Rdy„ = Rdymax - RdyO ^ x Ce + RdyO ^[0,1 V + 0,8) 5 - Application Example Data: Effective moss = 75 t Effective impact speed = 2,7 m/s Maximum allowable structural force: 650 kN | | |
| | | XLR6-150 — XLR-800 Series Based On □ Impact velocity □ Operating temperature □ Surface protection □ Dynamic perfoi | | |
| | | 2 mA - 20° to + 40°C Electrolytic zinc & Pointing | | |
| | | |
| | | |
| | | A Force kN | | |
| | | Rdymax | | |
| | | |
| | | |
| | | RdyO | | |
| | | 1 : BCLR400 selected 2: Energy dìssipated/ìmpoct is 274 Id 3: Maximum allowable impact frequency 8 x 400/ 274= 12 (10 impacts/hour is acceptable) | | |
| | | |
| | | Symbols: En = Energy Copacity C = Maximum Stroke Rdy = Dynamic Reaction 1 - Energy Calculation | | |
| | | |
| | | |
| | | A I 274 +1,83- 1,35 \ 400(0,027x2.7 + 0,22] J | | |
| | | Ce = 850 Ce = 587mm | |
| | | |
| | | |
| | | 2 - Allowable Impact Velocity F < 8 x Impacts/hour 3 - Required Stroke Calculation | | |
| | | 5: Rdye = 520 [0,1 x 2,7 + 0,8) = 556 kIM [which is less than maximum allowable reaction force of 650 kN) Compare with standard performance characteristics: En = 400 kJ, C = 850 mm, Rdymax = 600 kN RdyO = 330 kN All performance characteristics can be modified. Please advise us of your specific requirements. | | |
| | | |
| | | _+1,83- 1,35 \ (0,027 V+ 0,22) J | | |
| | | Ce = C | | |
| | | |
| | | |
| | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | |