WOLFF 700 B, Technical Information, Page: 41 / 82

4.1 Foundation loads jib 30 m - 35 m
Slewing section 700 B with 30 m – 35 m jib on foundation.
Slewing tower crane without climbing device.
Foundation load in compliance with EN 14439 / EN 13001 – typical loads
Includes all dynamical factors under consideration of second-order theory for sta-
tionary slewing tower cranes on concrete foundation in compliance with a tower
combination without climbing device.
H
M
V
TH: Crane in service Crane out of service Assembly
Slewing torque: 500 kNm Wind category C25
M V H M V H M V H
[m] [kNm] [kN] [kN] [kNm] [kN] [kN] [kNm] [kN] [kN]
4.5 6780 1337 33 4750 1319 75 1750 574 14
9.0 6950 1376 35 5110 1358 82 1810 614 15
13.5 7140 1415 38 5520 1397 89 1880 653 16
18.0 7370 1454 40 5980 1437 96 1960 692 17
22.5 7620 1494 42 6480 1476 103 2050 731 18
27.0 7900 1533 44 7030 1515 110 2140 771 20
31.5 8210 1572 46 7640 1555 117 2250 810 21
36.0 8560 1612 48 8350 1612 128 2360 849 22
40.5 8950 1651 51 9100 1651 135 2480 889 23
45.0 9380 1690 53 9930 1690 142 2620 928 25
49.5 9850 1730 55 10840 1730 149 2760 967 26
51.8 10010 1765 57 11220 1765 154 2820 1002 27
56.3 10560 1804 59 12250 1804 161 2980 1042 28
Tower combination with base tower element BT 29
56.2 10240 1831 60 11940 1831 164 2950 1069 28
60.7 10730 1878 62 12960 1878 172 3110 1115 30
65.2 11270 1924 65 14060 1924 180 3280 1162 31
Caption:
TH: Tower height V: Vertical load
M: Torque H: Horizontal load
41
4 Foundation loads / central ballast weights / corner loads in compliance with EN 14439 / EN 13001
TI_2017-3 WOLFF 700 B