
Table of contents
Schedule drawing1 7
Schedule drawing WOLFF 355 B1.1 7
Load carrying capacities2 8
Table of load carrying capacity WOLFF 355 B (1 fall operation)2.1 9
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (1 fall operation)2.2 10
Table of load carrying capacity WOLFF 355 B (2 fall operation)2.3 11
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (2 fall operation)2.4 12
Table of load carrying capacity WOLFF 355 B (1 fall operation, BOOST)2.5 13
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (1 fall operation,2.6
BOOST)
14
Table of load carrying capacity WOLFF 355 B (2 fall operation, BOOST)2.7 15
Table of load carrying capacities (kg) in meter intervals, WOLFF 355 B (2 fall operation,2.8
BOOST)
16
Tower combinations3 17
Tower combinations on foundation (slewing section with TV 20 - connection)3.1 18
Tower combinations on foundation (slewing section with HT 23 - connection)3.2 33
Tower combinations on cross frame (slewing section with TV 20 - connection)3.3 42
Tower combinations on cross frame element (slewing section with TV 20 - connection)3.4 53
Tower combinations on mobile cross frame (slewing section with TV 20 - connection)3.5 56
Tower combinations on undercarriage (slewing section with TV 20 - connection)3.6 66
Foundation loads / central ballast weights / corner loads in compliance with EN 14439 /4
EN 13001
69
Foundation loads slewing section with TV 20 connection (jib 30 m - 40 m)4.1 71
Foundation loads slewing section with TV 20 connection (jib 45 m - 50 m)4.2 72
Foundation loads slewing section with TV 20 connection (jib 55 m - 60 m)4.3 73
Foundation loads slewing section with HT 23 connection (jib 30 m - 40 m)4.4 74
Foundation loads slewing section with HT 23 connection (jib 45 m - 50 m)4.5 75
Foundation loads slewing section with HT 23 connection (jib 55 m - 60 m)4.6 76
Operating speeds5 77
Out of service positions6 81
Table of contents
3TI_2017-3 WOLFF 355 B