Page 12 - ASF Katalog 2018 en

2

ANCHORAGES

Anchors with upset and rolled threads
Round steel tie rods to EAU 2012

Nominal diameter ØD1 Metric M39 M42 M45 M48 M52 M56 M60 M64 M68 M72 M76 M80 M85 M90 M95 M100 M105 M110 M115 M120 M125 M130 M135 M140 M145 M150 M155 M160
Area, core diameter A mm² 976 1121 1306 1473 1758 2030 2362 2676 3055 3460 3889 4344 4948 5591 6273 6995 7755 8556 9395 10274 11191 12149 13145 14181 15256 16370 17524 18716
s

ASF355-anchor force to EAU 2012-kt 0,55 M39 M42 M45 M48 M52 M56 M60 M64 M68 M72 M76 M80 M85 M90 M95 M100 M105 M110 M115 M120 M125 M130 M135 M140 M145 M150 M155 M160
Shaft diameter d mm 36 39 42 45 38 41 44 47 50 54 57 60 64 68 73 77 81 85 89 93 97 101 105 109 113 118 123 127
Area, shaft A mm² 1017 1194 1385 1590 1134 1320 1521 1735 1963 2290 2552 2827 3217 3632 4185 4657 5153 5675 6221 6793 7390 8012 8659 9331 10029 10936 11882 12668
g
Design resistance, shaft F g,Rd kN 328 385 447 513 366 426 491 560 634 739 824 912 1038 1172 1351 1503 1663 1831 2008 2192 2385 2586 2795 3011 3237 3529 3835 4088
kt 0,55 Design resistance, thread F t,Rd kN 205 235 275 309 371 428 500 565 648 736 830 930 1062 1204 1354 1512 1680 1857 2042 2236 2439 2651 2871 3101 3339 3586 3842 4106

Permissible design resistance F kN 205 235 275 309 366 426 491 560 634 736 824 912 1038 1172 1351 1503 1663 1831 2008 2192 2385 2586 2795 3011 3237 3529 3835 4088
u,Rd
ASF460-anchor force to EAU 2012-kt 0,55 M39 M42 M45 M48 M52 M56 M60 M64 M68 M72 M76 M80 M85 M90 M95 M100 M105 M110 M115 M120 M125 M130 M135 M140 M145 M150 M155 M160
Shaft diameter d mm 36 39 42 45 38 41 44 47 50 54 57 60 64 68 73 77 81 85 89 93 97 101 105 109 113 118 123 127
Area, shaft A g mm² 1017 1194 1385 1590 1134 1320 1521 1735 1963 2290 2552 2827 3217 3632 4185 4657 5153 5675 6221 6793 7390 8012 8659 9331 10029 10936 11882 12668
Design resistance, shaft F g,Rd kN 425 499 579 665 474 552 636 726 821 958 1067 1182 1345 1519 1750 1947 2155 2373 2602 2841 3090 3350 3621 3902 4194 4573 4969 5297
kt 0,55 Design resistance, thread F t,Rd kN 257 294 345 387 465 537 627 709 813 924 1042 1167 1333 1510 1699 1898 2108 2330 2562 2806 3061 3326 3603 3891 4190 4500 4821 5153
Permissible design resistance F u,Rd kN 257 294 345 387 465 537 627 709 813 924 1042 1167 1333 1510 1699 1898 2108 2330 2562 2806 3061 3326 3603 3891 4190 4500 4821 5153

ASF500-anchor force to EAU 2012-kt 0,55 M39 M42 M45 M48 M52 M56 M60 M64 M68 M72 M76 M80 M85 M90 M95 M100 M105 M110 M115 M120 M125 M130 M135 M140 M145 M150 M155 M160
Shaft diameter d mm 36 39 42 45 38 41 44 47 50 54 57 60 64 68 73 77 81 85 89 93 97 101 105 109 113 118 123 127
Area, shaft A mm² 1017 1194 1385 1590 1134 1320 1521 1735 1963 2290 2552 2827 3217 3632 4185 4657 5153 5675 6221 6793 7390 8012 8659 9331 10029 10936 11882 12668
g
Design resistance, shaft F g,Rd kN 462 542 629 723 516 600 691 789 892 1041 1160 1285 1462 1651 1902 2117 2342 2579 2828 3088 3359 3642 3936 4242 4559 4971 5401 5758
kt 0,55 Design resistance, thread F t,Rd kN 273 313 366 412 494 570 666 754 864 982 1107 1240 1416 1605 1805 2017 2240 2476 2723 2981 3252 3534 3828 4134 4452 4781 5122 5475
Permissible design resistance F kN 273 313 366 412 494 570 666 754 864 982 1107 1240 1416 1605 1805 2017 2240 2476 2723 2981 3252 3534 3828 4134 4452 4781 5122 5475
u,Rd

Round steel tie rod components and connecting elements
Steel Sheet Pile

Waling Waling connection Anchor wall
with universal joint
Eye tie rod Turnbuckle
Coupler Rear plate
with nut
Anchor extension

Waling support

12 | All calculations and values are to be checked by the customer.