Modell Model Type

PK 85002 HPLSPK 85002 E

25000kg245.3kN

i-I

I

°! I

IIIIIIL

.......................}NI I I! I

!

I- - - - - - - - - - - - - - -

^^^! - _ 12300kg

120.7kN

1 7000kg166.8`N

TraglastdiagrammLifting capacity diagramDiagramme de capacity

T - - t - r - -1-1

..t.......

Om

1v

J-- -1--! -- 1- 9300kg91.2kN

.............. ................. .......... .......... ......... ........^ t ^ ... 1.....1

Om 2m 4m 6m 8m

If ...................... ......... ...,I ..........

DTS511 SHA/04Kapitel Chapter Chapitre

0500Seite Page Page

12/2005Ausgabe Edition Edition

1Om 12m 14m 16m

Konstruktlonsanderungen vorbehallen , tertigungstechn . Toleranzen mussen berucksichtlgt werden . Einstufung: H1/83 nach EN12999

Subject te changs . production tolerances nave to be taken into account . Classificatioll : H 11B3 in EN 11999Sous reserve tle modlficalions de conceplion Les tolerances relaWes ala technique de production doivent etre prises en consideralion . Classement : H 1 /B3 en mesu re EN 12999

PAIf-INGER

Modell Model Type

PK 85002 HPLSPK 85002 E PJ 170 EJV1

6500kg i 163.8kN L_LL

1

DTS511 SHA/04Kapitel Chapter Chapitre

Seite1000Page Page

12/2005Ausgabe Edition Edition

Die Tragkräfte laut Diagramm verringern sich bei Verwendung von mechanischen Verlängerungen um deren Eigengewicht.When using mechanical boom extensions, the loads, shown on the charts need to be reduced by the weight of these extensions.Les charges admissibles du diagramme ci-apres se reduisent du poids de la rallonge manuelle utilisee.

35m

1020kg10.OkN

1220kg12.OkN 1

1430kg14.OkN _1 -+_

1760kg i_L_I_-+-17.3kN 1 rt r

84°

2240kg ...... ....... ....... ......a............r............ i ...... 1...... ^ ......1...22.OkN

2940kg - -28.8kN

4190kg41.1kN L

TraglastdiagrammLifting capacity diagramDiagramme de capacity

J 1 L

.....a . x.......1......1 .............1

kg 6500 4190 2940 2240 1760 1430 01220 102kN 63.8 41.1 28.8 22.0 17.3 14.0 12.0 10.0 - !

! ! !

_ J _-! -I- J- -1--^ -- - - -I-- -1

-^ rt - 1-

I y ,... ,,,, ...... ...... ..... ... :... g 3150 2830 2160 1700 1380 1170 9803520

27.8 21.2 16.7 13.5 11.534.5 309 9.6kN

-'' -'- ! . --- -L-I

_- J -JL1-_ J--L L- 1- -t

! ! ! I70°

.^ ..•• I'xPl // / ......r.. ............ . ............ ............ ......t......,............ ..... ....

L

45°

................... 901bs

k9 2180 1980 1800 1660 1540 142 2 0 1010kN21.4 19.4 17.7 16.3 15.1 13.9 11.9 9.9

L E_ J- 1_ L E. .' 1- L -'- -E-li

30m

25m

20m

15m

10m

5m

Om

Om 5m

+ - ! I -

I -I- --

.. ....1...........

- 25°- - - -

- -+-r

1 Om 15m

-'

41 kg

20m 25m 30m

Konstruktlonsänderungen vorbehalten , tertlgungstechn . Toleranzen mossen berockslchtlgt werden .Einstufung : 1••11163 nach EN12999

Subject te change. production tolerances have to be taken into account. Classification: fi 1 /B3 in EN 12999

Sous reserve de modilicalions de conception. Les tolerances telatives ala technique de production doivent ette prises en consideration. Classement: 111/B3 en mesure EN 12999