Bridge Bearings - FPT Infrastructure Can Be Fun For Anyone

0 280 235 80 34 40 250 FX1. 25 310 260 85 45 40 250 FX1. 5 340 290 90 57 40 250 FX2. 0 390 330 95 79 40 250 FX2. 5 435 370 100 104 40 250 FX3. 0 545 460 115 187 40 250 FX3. 5 510 430 110 158 40 250 FX4. 0 610 520 130 265 50 300 Assisted pot bearing with steel guide edge can be just relocated one direction. The stainless-steel slide and PTFE slide further minimize the friction coefficient and assisted pot bearing is utilized best when horizontal loads are relatively little( less than 20 %of vertical Load ). 7 446. 2 468. 7 50 300 GU7 100 150 200 780, 880, 980 720, 820, 920 820 730 670 160 516. 7 542. 5 568. 4 50 300 GU8 100 150 200 810, 910, 1010 740, 840, 940 890 780 710 170 634 664. 7 695. 5 60 300 GU9 100 150 200 850, 950, 1050 780, 880, 980 935 825 755 180 744. 9 813. 0 60 300 GU10 150 200 250 980, 1080, 1180 910, 1010, 1110 985 875 800 190 907. 9 944. 9 982. 3 60 300 GU12. 5 150 200 250 1060, 1160, 1260 980, 1080, 1180 1100 970 890 205 1205.

Elastomeric Bearings - Cosmec

7 2151. 4 1297. 1 70 350 GU15 150 200 250 1130, 1230, 1330 1050, 1150, 1250 1190 1060 980 220 1513. 9 1618. 2 70 350 GU17. 5 150 200 250 1190, 1290, 1390 1105, 1205, 1305 1295 1145 1060 235 1887. 6 1949. 1 2010. 6 70 350 GU20 150 200 250 1250, 1350, 1450 1155, 1255, 1355 1375 1225 1130 250 2263. 9 2332.

Effect of bonding or unbonding on seismic behavior of bridge elastomeric bearings: lessons learned from past earthquakes in China and Japan and inspirations for future design - Advances in Bridge Engineering -

1 2400. 2 80 350 GU22. 3 2694. 2 2768. 1 80 350 Transverse displacement: 3 mm. Check For Updates sliding pot bearing can be movable in all instructions. The included PTFE and stainless-steel moving surface between the piston and.

Everything about Bearing assessment tool for longitudinal bridge performance

the sole plate creates a bearing assembly that permits horizontal movement in any instructions. Free moving pot bearing- some requirements Bearing capacity (MN)Longitudinal displacement (mm)Main sizes( mm)Weight( kg)Embedded column bottomd L A A'B C/D C'/ D' H FS25 150 200 250 1360, 1460, 1560 1250, 1350, 1450 1340 1340 1110 270 2540. 1 3788. 9 3863. 8 100 400 FS35 200 250 300 1650, 1750, 1850 1530, 1630, 1730 1585 1585 1320 310 4143. 9 4225. 5 4307. 0 100 400 FS37. 5 200 250 300 1690, 1790, 1890 1570, 1670, 1770 1645 1645 1370 320 4581. 9 4669. 0 4756. 2 100 400 FS40 200 250 300 1730, 1830, 1930 1610, 1710, 1810 1690 1690 1410 330 4993. 5 5177. 7 100 400 FS45 200 250 300 1810, 1910, 2010 1680, 1780, 1880 1800 1800 1500 345 5870. 9 5973.