Fixed spherical bearing KF 32 N/mm 2 Dimensions and weights acc. to German approval

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1 Fixed spherical bearing KF 32 N/mm 2 Höga Kusten Bron, Sweden Permissible concrete pressure = 32 N/mm 2 type of load H D u D o weight bearing V kn mm mm mm kg KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF pressure of σ exz. = 32 N/mm 2 at the concrete connections. We supposed normal conditions force HRes = 0.1 max. V, angular rotation tan ϕ = ± The table is also applicable for steel bridges.

10000 144 710 710 431 KF 11 11000 152 740 740 495 KF 12 12000 160 770 770 567 KF 13 13000 163 800 800 617 KF 14 14000 165 830 830 670 KF 15 15000 172 860 860 757 KF 16 16000 172 890 890 772 KF 17

2 Fixed spherical bearing KF 26 N/mm 2 Bridge over the river Elbe at Pirna, Germany Permissible concrete pressure = 26 N/mm 2 type of load H D u D o weight bearing V kn mm mm mm kg KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF KF pressure of σ exz. = 26 N/mm 2 at the concrete connections. We supposed normal conditions force HRes = 0.1 max. V, angular rotation tan ϕ = ± The table is also applicable for steel bridges. BA08.1GB

163 740 740 536 KF 10 10000 163 780 780 590 KF 11 11000 171 810 810 667 KF 12 12000 185 850 850 795 KF 13 13000 193 890 890 908 KF 14 14000 195 920 920 980 KF 15 15000 200 950 950 1092 KF 16 16000

3 Generally mobile spherical bearing KGa 32 N/mm 2 Waterway crossing Magdeburg, Germany Permissible concrete pressure = 32 N/mm 2 KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa pressure of σ exz. = 32 N/mm 2 at the concrete connections. We supposed normal conditions min. V = 0.5 max. V. The table is also applicable for steel bridges. An angular rotation tan ϕ = ± 0.01 as well as a lateral displacement e y acc. to DIN 4141 of at least ± 20mm have been based.

870 305 KGa 7 7000 128 510 610 680 298 795 326 910 354 KGa 8 8000 134 550 650 720 362 835 394 950 426 KGa 9 9000 137 570 680 740 398 855 431 970 463 KGa 10 10000 138 610 720 780 455 895 491 1010 526

4 Generally mobile spherical bearing KGa 26 N/mm 2 Fulda-Talbrücke Solms, Germany Permissible concrete pressure = 26 N/mm 2 KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa KGa pressure of σ exz. = 26 N/mm 2 at the concrete connections. We supposed normal conditions min. V = 0.5 max. V. The table is also applicable for steel bridges. An angular rotation tan ϕ = ± 0.01 as well as a lateral displacement ey acc. to DIN 4141 of at least ± 20mm have been based. and unusual load conditions will be BA08.2GB

387 KGa 7 7000 140 560 670 730 406 845 440 960 473 KGa 8 8000 145 600 710 770 473 885 512 1000 551 KGa 9 9000 152 630 750 810 554 920 594 1030 633 KGa 10 10000 152 670 790 850 620 960 663 1070 705

5 Unilaterally mobile spherical bearing KGe 32 N/mm 2 Talbrücke Schnaittach, Germany Permissible concrete pressure = 32 N/mm 2 KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe pressure of σ exz. = 32 N/mm 2 at the concrete connections. We supposed normal conditions force in lateral direction of H y = 0.1 max. V, angular rotation tan ϕ = ± The table is also applicable for steel bridges.

890 413 KGe 7 7000 152 530 620 700 434 815 468 930 501 KGe 8 8000 152 560 680 730 484 845 520 960 556 KGe 9 9000 157 590 700 760 550 875 590 990 630 KGe 10 10000 157 630 740 800 617 915 659 1030 700

6 Unilaterally mobile spherical bearing KGe 26 N/mm 2 Bridge over the river Rhine at Beeckerwerth, Germany Permissible concrete pressure = 26 N/mm 2 KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe KGe pressure of σ exz. = 26 N/mm 2 at the concrete connections. We supposed normal conditions force in lateral direction of H y = 0.1 max. V, angular rotation tan ϕ = ± The table is also applicable for steel bridges. and unusual load conditions will be BA08.3GB

540 600 710 457 825 494 940 531 KGe 7 7000 165 580 650 750 544 865 587 980 629 KGe 8 8000 165 620 690 790 608 905 653 1020 698 KGe 9 9000 182 650 730 830 735 940 784 1050 832 KGe 10 10000 182 690 770

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