Deflection 0%
Deflection 15%
Deflection 30%
Deflection 57.5%
| Height | MD | A | B | C | E | F | T | W | L |
|---|---|---|---|---|---|---|---|---|---|
| 600H | M48 (2) | 1435 | 450 | 375 | 592.5 | 180 | 50 | 965 | 1000~3000 |
| 800H | M64 (2 1/2) | 1850 | 585 | 480 | 765 | 240 | 60 | 800 | |
| 1000H | M64 (2 1/2) | 2180 | 685 | 610 | 890 | 300 | 65 | 1000 | |
| 1150H | M64 (2 1/2) | 2500 | 800 | 650 | 1005 | 345 | 65 | 1150 | |
| 1300H | M76 (3) | 2740 | 880 | 750 | 1115 | 395 | 65 | 1300 | |
| 1450H | M76 (3) | 3100 | 1000 | 800 | 1300 | 675 | 100 | 1450 | |
| 1600H | M76 (3) | 3300 | 1100 | 800 | 1400 | 750 | 100 | 1600 | |
| 1800H | M76 (3) | 3670 | 1200 | 970 | 1500 | 830 | 110 | 1800 | |
| 2000H | M76 (3) | 4050 | 1300 | 1150 | 1600 | 880 | 120 | 2000 | |
| 2250H | M76 (3) | 4400 | 1400 | 1300 | 1700 | 945 | 130 | 2250 | |
| 2500H | M76 (3) | 4860 | 1500 | 1560 | 1800 | 1000 | 140 | 2500 |
- MD : Anchor Size See Page 45 ~ 47
Angle(Deg) Performance |
0 | 3 | 6 | 9 | 12 | 15 | |||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| R(ton) | E(ton-m) | R(ton) | E(ton-m) | R(ton) | E(ton-m) | R(ton) | E(ton-m) | R(ton) | E(ton-m) | R(ton) | E(ton-m) | ||
| Transversal Angular | Case1 (W=H) | 1.00 | 1.00 | 0.95 | 0.94 | 0.93 | 0.88 | 0.92 | 0.82 | 0.91 | 0.76 | 0.90 | 0.70 |
| Case2 (W=1.25H) | 1.00 | 1.00 | 0.94 | 0.92 | 0.92 | 0.85 | 0.90 | 0.78 | 0.88 | 0.70 | 0.86 | 0.63 | |
| Case3 (W=1.5H) | 1.00 | 1.00 | 0.93 | 0.90 | 0.91 | 0.82 | 0.88 | 0.74 | 0.85 | 0.65 | 0.82 | 0.56 | |
| Longitudinal Angular | Case1 (L/H=1) | 1.00 | 1.00 | 0.97 | 0.94 | 0.94 | 0.89 | 0.92 | 0.85 | 0.90 | 0.80 | 0.88 | 0.75 |
| Case2 (L/H=1.5) | 1.00 | 1.00 | 0.94 | 0.92 | 0.93 | 0.85 | 0.90 | 0.78 | 0.86 | 0.72 | 0.80 | 0.65 | |
| Case3 (L/H=2) | 1.00 | 1.00 | 0.94 | 0.89 | 0.92 | 0.80 | 0.89 | 0.72 | 0.89 | 0.65 | 0.90 | 0.58 | |
- R·F : Reaction Force(ton) - E·A : Energy Absorption(ton-m) - Tolerance : ±15% - Deflection : 57.5%
