city crane mc 68 b

ERECTION DISMANTLING BALLASTING REACTIONS CHASSIS

EDITION :3 1

2

22A00001010GB20.11.2000 1

SUMMARY

CROSSSHAPED BASE BALLASTINGS & REACTIONS 2. . . . . . . . . . . . .

1. GENERAL NOTES 2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 1. BALLASTING OF CROSSSHAPED BASES 2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 2. BALLAST COMPOSITION 2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 3. EXECUTION OF THE SUBSTRUCTURE (SEE CHAPTER 23A 24A) 2. . . . . . . . 1. 4. SYMBOLS OF THE BALLASTING AND REACTION TABLES 3. . . . . . . . . . . . . . . . 1. 4. 1. CROSSSHAPED BASE BALLASTING TABLE (ON RAIL TRAVELLING GEAR) 3. . . . . . . . . . . . . . . . . 1. 4. 2. TABLE CROSSSHAPED BASE BALLASTING (ON CONCRETE BLOCKS) 4. . . . . . . . . . . . . . . . . . . . 1. 4. 3. TABLE CROSSSHAPED BASE BALLASTING (ON SCREW JACKS/SUP PORT PLATES) 5. . . . . 1. 4. 4. EXPLANATION AND LEGENDS OF THE REACTION TABLES 6. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 5. BALLASTING AND REACTIONS CROSSSHAPED BASE ON TRAVELLING GEAR 7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 6. MC68B ZF12A ZFC12A 7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 6. 1. BALLASTING 7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 6. 2. REACTIONS IN SERVICE 9. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 6. 3. REACTIONS OUT OF SERVICE 11. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 7. BALLASTING AND REACTIONS STATIC CROSSSHAPED BASE ON CONCRETE BLOCKS 13. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 8. MC68B ZF12A ZFC12A 13. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 8. 1. BALLASTING 13. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 8. 2. REACTIONS IN SERVICE 15. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 8. 3. REACTIONS OUT OF SERVICE 17. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 9. BALLASTING AND REACTIONS STATIC CROSSSHAPED BASE ON SCREW JACKS/SUPPORT PLATES 19. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 10. MC68B ZF12A ZFC12A 19. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 10. 1. BALLASTING 19. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 10. 2. REACTIONS IN SERVICE 21. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 10. 3. REACTIONS OUT OF SERVICE 23. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 11. REACTIONS STATIC CROSSSHAPED BASE ON BED PLATE 25. . . . . . . . . . . . . 1. 12. MC68B ZF12A ZFC12A 25. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 12. 1. REACTIONS ON THE ANCHORING RODS 25. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 12. 1. 1. REACTIONS IN SERVICE 25. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 12. 1. 2. REACTIONS OUT OF SERVICE 27. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1. 13. TABLE OF THE BALLAST COMPOSITION (BLOCK: BA BD BE BF BG BK BL) 291. 14. BALLAST FASTENING (BLOCK: BA BD BE BF BG BK BL) 31. . . . . . . . . . . . . . . . . 1. 15. TABLE OF THE BALLAST COMPOSITION (BLOCK: BN BP) 32. . . . . . . . . . . . . . . . 1. 16. BALLAST FASTENING (BLOCK: BN BP) 32. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

ERECTION DISMANTLINGBALLASTING REACTIONS CHASSIS

EDITION :3 1

20.11.20002 22A03000060

CROSSSHAPED BASE BALLASTINGS & REACTIONS

1. GENERAL NOTESThe crane is mounted on a type of crossshaped base. This crossshaped base can be installed itselfin different ways (see DATA). This type of crossshaped base and each installation determine the ballasttypes, the ballast values and the reactions.

1. 1. BALLASTING OF CROSSSHAPED BASESThe crossshaped base can be set up in several ways:

on rail travelling gear. The total ballast is placed onto the crossshaped base. The tables of ballastsand reactions are given on pages 22A0330...

static:

on concrete blocks. The weight of these concrete blocks is added to the ballast placed on thecross shaped base and is included in the total ballast. The tables of the ballasts and reactionsare given on pages 22A0340...

on screw jacks/support plates. The total ballast is placed onto the crossshaped base. The tablesof the ballasts and reactions are given on pages 22A0350...

on bed plate. In this version, the bed plate acts as the concrete block. Ballasting of the crosssha-ped base is not necessary. The reaction tables are given on pages 22A0360...

1. 2. BALLAST COMPOSITION

The ballast placed onto the crossshaped base can be carried out with various block models and variousarrangements (lateral ballast, crosswise ballast, etc...). Starting from the value given in the ballastingtables, the pages 22A0400 indicates the different ways of composing the necessary ballast on the crossshaped base.

1. 3. EXECUTION OF THE SUBSTRUCTURE (SEE CHAPTER 23A 24A)The plans for carrying out the tracks, concrete blocks and ballast blocks are given in the chapter 23A 24A of the crossshaped base.


EDITION :3 1

2

22A0320011020.11.2000 3

1. 4. SYMBOLS OF THE BALLASTING AND REACTION TABLES

1. 4. 1. CROSSSHAPED BASE BALLASTING TABLE (on rail travelling gear)

40 55 m 25 35 m

40 40,7 60 65

2

1

4 5 6

3

7

H.S.C

1 These spaces determine the jib lengths.

2 These spaces define the equipment type. 2/4 = 2fall/4fall equipment,

2 = only 2fall equipment

3 Ballast placed onto the crossshaped base in tons.

4 This column gives the hook height with 2fall/4fall equipment.

5 This column gives the hook height with 2fall equipment.

5 This column gives the ballast value in t for the height determined in column 4 or 5 and for jiblengths determined in column 1.


EXAMPLE: For a crane with 2/4 fall reeving, hook height of 40 m, 35 m jib: the ballast placed ontothecrossshaped base is of 65 t.


EDITION :3 1

20.11.20004 22A03200110

1. 4. 2. TABLE CROSSSHAPED BASE BALLASTING (on concrete blocks)

40 55 m 25 35 m

40,3 41 50 60,32

2

1

5

6 7 8

3

55

9

T + P

10,32 10,32 65,32

1210 11

4

13

T TP PLT LT

T + PPB x 4t t

t

PB x 4

t t t

H.S.C

T This space defines the BALLAST PLACED on the crossshaped base.

P This space defines the CONCRETE BLOCKS.

LT This space defines the TOTAL BALLAST = T + P.



2 = only 2fall equipment.

3 Ballast in t placed onto the crossshaped base.

4 Type of concrete blocks.

5 Total ballast

6 This column gives the hook height with 2fall/4fall equipment.


8 This column gives the value in t for the ballast to be placed onto the crossshaped base for theheight determined in column 6 or 7 and for the jib lengths determined in column 1.

9 This column gives the value in t of the 4 concrete blocks.

10 This column gives the total ballast value in t for the height determined in column 6 or 7 and forthe jib lengths determined in column 1.

11 to 13 These columns give the informations which are identical with those of columns 8 to 10,for jib lengths determined in column 1.

EXAMPLE: For a crane with 2/4fall reeving, hook height of 40,3 m, 40 m jib: the ballast placed ontothe crossshaped base is of 50 t + 4 concrete blocks PB, i.e. a total ballast of 60,32 t.


EDITION :3 1

2

22A0320011020.11.2000 5

1. 4. 3. TABLE CROSSSHAPED BASE BALLASTING (on screw jacks/support plates)

40 55 m 25 35 m

40 40,7 60 65

2

1

4 5 6

3

7

t t

H.S.C



2 = only 2fall equipment.

3 Ballast placed onto the crossshaped base in t.

4 This column gives the hook height with 2/4fall equipment.


6 This column gives the ballast value in t for the height determined in column 4 or and for jiblengths determined in column 1.


EXAMPLE: For a crane with 2/4fall reeving, hook height of 40 m, 35 m jib: the ballast placed ontothe crossshaped base is of 65 t.


EDITION :3 1

20.11.20006 22A03200110

1. 4. 4. EXPLANATION AND LEGENDS OF THE REACTION TABLES

These explanations and legends are valid for all the reaction tables (chassis with rail travelling gear, static,crossshaped base on travelling gear, etc....).

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

M

T

TX TY

MAX

10.055

18 3419 35

2.7 0.0

33 3518 20

0.9 1.8

26 3815 27

2.2 1.3

16 3023 37

0.9 3.3

28 3716 25

4.2 0.0

27 1637 2601 3.3

38

1 2 3 4 5 6 7 8 9

TR

BALLAST

REAR WIND/JIB PERPENDICULAR

TORSIONAL MOMENT 16256 mdaNTX TY: TOTAL SHEARING FORCE (torsion not included)

1 Hook height in m.

2 Ballast value in tons (for cranes on crossshaped base, in the version with concrete blocks thisvalue corresponds to the ballast to be placed on the crossshaped base).

3456 Vertical reactions in t on the corners D, C, A, B.

7 Value of TX in t.

8 Value of TY in t.

9 Maximum vertical reaction in t.

H.S.C. = Hook height in m.

TX TY = Total shearing force.

TR = Direction of the track for crane with rail travelling gear.

NOTE:The indicated reactions include the ballast T which is to be placed onto the crossshaped basein the version with the longest jib.

DC

AB( O ) JIB POSITION

Jib

Counterjib


EDITION :3 1

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22A0330109020.11.2000 7

1. 5. BALLASTING AND REACTIONS CROSSSHAPED BASE ON TRAVELLING GEAR

1. 6. MC68B ZF12A ZFC12A

1. 6. 1. BALLASTING

315 410

67 44

170 40 53

55

22A0400

3,8m

3,8m

H.S.C

20 45m .. ..m

18 30

19,5 30

21 30

22,5 30

24 30

25,5 30

27 30

28,5 30

REMARK: The given ballast values are the minimum values. The use of a certain block type may leadto an overballasting. Under no circumstances the ballast must exceed the permissible valuefor the crossshaped base which is of 70 t. The reactions on each corner will be increasedof 1/4 of the overballasting value.

Hook height indicated in the DATA sheets


EDITION :3 1

20.11.20008 22A03301090

BALLASTING (CONTD)

H.S.C

20 45m .. ..m

30 30

31,5 30

33 35

34,5 40

36 45

37,5 50

39 55




EDITION :3 1

2

22A0330109020.11.2000 9

1. 6. 2. REACTIONS IN SERVICE

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

TRDC

AB

BALLAST

REAR WI ND / JIB PERPENDICULAR

TX TY : TOTAL SHEARING FORCE (torsion not inclued)

TORSIONAL MOMENT 9121 m.daN

18.0 8 21 20 22 14 24 6 16 15 24 14 24 24 30 8 22 8 9 5 15 14 24 6 15 6 15 2.1 0.0 0.5 1.6 1.7 1.2 0.5 2.4 2.9 0.0 3.0 0.0

19.5 8 22 21 22 14 25 6 15 14 24 14 24 25 30 8 22 8 9 5 15 14 24 6 15 5 15 2.1 0.0 0.5 1.7 1.7 1.3 0.5 2.5 2.9 0.0 3.1 0.1

21.0 8 22 21 22 14 25 5 15 14 25 15 5 25 30 8 22 8 9 5 15 15 25 5 16 25 14 2.2 0.0 0.5 1.7 1.8 1.3 0.5 2.5 3.0 0.0 0.6 2.7

22.5 7 22 21 22 14 25 5 15 14 25 14 25 25 30 8 22 7 9 5 16 15 25 5 16 5 16 2.2 0.0 0.5 1.8 1.8 1.4 0.5 2.6 3.0 0.0 3.1 0.3

24.0 7 23 21 23 14 26 5 14 13 26 16 4 26 30 7 23 7 9 4 16 16 26 5 17 26 14 2.3 0.0 0.5 1.8 1.8 1.4 0.5 2.6 3.1 0.0 0.8 2.7

25.5 7 23 22 23 14 26 4 14 13 26 16 4 26 30 7 23 7 9 4 16 16 26 4 17 26 14 2.3 0.0 0.5 1.9 1.9 1.4 0.5 2.7 3.1 0.0 0.9 2.8

27.0 7 23 22 24 15 27 4 14 13 27 16 3 27 30 7 24 7 8 4 16 16 27 4 18 27 15 2.4 0.0 0.5 1.9 1.9 1.5 0.5 2.7 3.2 0.0 1.0 2.8

28.5 7 24 22 24 15 27 3 14 12 27 15 28 28 30 7 24 7 8 3 16 17 27 3 18 3 16 2.4 0.0 0.5 2.0 2.0 1.5 0.5 2.8 3.2 0.0 3.3 0.7


EDITION :3 1

20.11.200010 22A03301090

REACTIONS IN SERVICE (CONTD)

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

TRDC

AB

BALLAST

REAR WI ND / JIB PERPENDICULAR


30.0 6 24 23 24 15 28 3 13 12 28 16 2 28 30 7 24 6 8 3 16 17 28 3 19 28 15 2.5 0.0 0.5 2.0 2.0 1.5 0.5 2.8 3.3 0.0 1.2 2.9

31.5 6 24 23 25 15 28 3 13 11 28 16 2 29 30 6 25 6 8 2 16 18 28 3 19 29 15 2.5 0.0 0.5 2.1 2.0 1.6 0.5 2.9 3.3 0.0 1.3 2.9

33.0 7 26 24 26 16 30 3 14 12 30 18 3 31 35 7 26 7 9 3 18 20 30 3 21 31 16 2.6 0.0 0.5 2.2 2.1 1.6 0.5 3.0 3.4 0.0 1.4 3.0

34.5 8 28 26 28 17 32 4 15 32 13 19 3 33 40 8 28 8 10 4 19 21 32 23 4 33 17 2.8 0.0 0.6 2.2 2.2 1.7 0.6 3.0 3.6 0.0 1.6 3.0

36.0 9 29 28 30 18 34 5 16 14 34 20 4 35 45 9 30 9 11 5 20 23 34 5 25 35 18 2.9 0.0 0.6 2.3 2.3 1.8 0.6 3.1 3.7 0.0 1.7 3.1

37.5 10 31 29 31 20 36 6 17 15 36 22 5 37 50 10 31 10 12 6 22 25 36 6 27 37 20 3.0 0.0 0.6 2.4 2.5 1.9 0.6 3.2 3.8 0.0 1.8 3.2

39.0 11 33 31 33 21 38 7 18 15 37 23 5 39 55 11 33 11 13 6 23 26 37 7 29 39 21 3.1 0.0 0.7 2.5 2.6 1.9 0.7 3.3 3.9 0.0 2.0 3.3


EDITION :3 1

2

22A0330109020.11.2000 11

1. 6. 3. REACTIONS OUT OF SERVICE

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST

TX TY : TOTAL SHEARING FORCE

18.0 18 10 10 10 14 9 19 30 18 10 18 18 19 14 5.2 0.0 0.0 5.2 4.0 4.0

19.5 18 10 10 10 14 9 19 30 18 10 18 18 19 14 5.4 0.0 0.0 5.4 4.1 4.1

21.0 10 18 18 18 14 20 20 30 10 18 10 10 8 14 5.6 0.0 0.0 5.6 4.3 4.3

22.5 10 19 19 19 14 21 21 30 10 19 10 10 7 14 5.8 0.0 0.0 5.8 4.4 4.4

24.0 9 20 20 20 14 23 23 30 9 20 9 9 6 14 6.0 0.0 0.0 6.0 4.6 4.6

25.5 8 21 21 21 14 24 24 30 8 21 8 8 4 14 6.2 0.0 0.0 6.2 4.7 4.7

27.0 7 22 22 22 14 26 26 30 7 22 7 7 3 14 6.4 0.0 0.0 6.4 4.9 4.9

28.5 6 23 23 23 15 28 28 30 6 23 6 6 2 15 6.6 0.0 0.0 6.6 5.0 5.0


EDITION :3 1

20.11.200012 22A03301090

REACTIONS OUT OF SERVICE (CONTD)

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST


30.0 5 24 24 24 15 29 29 30 5 24 5 5 0 15 6.8 0.0 0.0 6.8 5.2 5.2

31.5 4 25 25 25 13 33 33 30 4 25 4 4 0 13 7.0 0.0 0.0 7.0 5.4 5.4

33.0 4 28 28 28 14 36 36 35 4 28 4 4 0 14 7.3 0.0 0.0 7.3 5.6 5.6

34.5 4 30 30 30 15 40 40 40 4 30 4 4 0 15 7.7 0.0 0.0 7.7 5.9 5.9

36.0 4 33 33 33 15 44 44 45 4 33 4 4 0 15 8.0 0.0 0.0 8.0 6.1 6.1

37.5 4 35 35 35 16 47 47 50 4 35 4 4 0 16 8.3 0.0 0.0 8.3 6.4 6.4

39.0 4 38 38 38 17 52 52 55 4 38 4 4 0 17 8.7 0.0 0.0 8.7 6.7 6.7


EDITION :3 1

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22A0340080020.11.2000 13

1. 7. BALLASTING AND REACTIONS STATIC CROSSSHAPED BASE ON CONCRETE BLOCKS


1. 8. 1. BALLASTING

PB = 2,58t = 3 x 0,75 x 0,5m

MAXI 192MINI 122

22A0400

4,45

m

3,80m

6,80m

3,80

m

H.S.C. 20 45m ... ... mT P LT T P LT

tPB x 4

tT + P

t tPB x 4

t

T + Pt

18,1 20 10,32 30,32

19,6 20 10,32 30,32

21,1 20 10,32 30,32

22,6 20 10,32 30,32

24,1 20 10,32 30,32

25,6 20 10,32 30,32

27,1 20 10,32 30,32

28,6 20 10,32 30,32




EDITION :3 1

20.11.200014 22A03400800

BALLASTING (CONTD)

H.S.C. 20 45m ... ... mT P LT T P LT

tPB x 4

tT + P

t tPB x 4

tT + P

t

30,2 20 10,32 30,32

31,7 20 10,32 30,32

33,2 25 10,32 35,32

34,7 30 10,32 40,32

36,2 35 10,32 45,32

37,7 40 10,32 50,32

39,2 45 10,32 55,32




EDITION :3 1

2

22A0340080020.11.2000 15


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST

REAR WIND / JIB PERPENDICULAR



18.1 8 20 20 21 14 23 14 23 15 23 14 23 23 20 8 21 8 8 5 14 6 15 6 14 6 14 1.6 0.0 0.0 1.6 1.2 1.2 0.0 2.4 2.4 0.0 0.0 2.5

19.6 8 21 21 21 14 24 14 23 14 23 14 23 24 20 8 21 8 8 5 14 6 14 6 14 5 14 1.7 0.0 0.0 1.7 1.3 1.3 0.0 2.5 2.5 0.0 0.1 2.6

21.1 8 21 21 21 14 24 15 24 14 24 14 24 24 20 8 21 8 8 5 14 5 14 5 15 5 14 1.7 0.0 0.0 1.7 1.3 1.3 0.0 2.5 2.5 0.0 0.2 2.6

22.6 8 21 21 21 15 24 15 24 14 24 15 24 24 20 8 21 8 8 5 15 5 14 5 15 5 15 1.8 0.0 0.0 1.8 1.3 1.3 0.0 2.6 2.6 0.0 0.3 2.7

24.1 7 22 22 22 15 25 16 24 13 24 15 25 25 20 8 22 7 8 4 15 5 13 5 16 4 15 1.8 0.0 0.0 1.8 1.4 1.4 0.0 2.6 2.6 0.0 2.7 0.4

25.6 7 22 22 22 15 25 16 25 13 25 15 25 25 20 7 22 7 7 4 15 4 13 4 16 4 15 1.8 0.0 0.0 1.8 1.4 1.4 0.0 2.6 2.6 0.0 0.5 2.7

27.1 7 22 22 22 15 26 17 25 13 25 15 26 26 20 7 22 7 7 4 15 4 13 4 17 4 15 1.9 0.0 0.0 1.9 1.4 1.4 0.0 2.7 2.7 0.0 0.6 2.8

28.6 7 23 23 23 15 26 17 26 12 26 15 26 26 20 7 23 7 7 3 15 4 12 4 17 3 15 1.9 0.0 0.0 1.9 1.5 1.5 0.0 2.7 2.7 0.0 2.8 0.7


EDITION :3 1

20.11.200016 22A03400800


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST



30.2 7 23 23 23 15 27 18 26 12 26 15 27 27 20 7 23 7 7 3 15 3 12 3 18 3 15 2.0 0.0 0.0 2.0 1.5 1.5 0.0 2.8 2.8 0.0 0.8 2.8

31.7 6 23 23 23 15 27 18 27 12 27 15 28 28 20 7 23 6 7 3 15 3 12 3 18 2 15 2.0 0.0 0.0 2.0 1.5 1.6 0.0 2.8 2.8 0.0 0.8 2.9

33.2 7 25 25 25 16 29 20 29 13 29 16 30 30 25 8 25 7 8 4 16 4 13 4 20 3 16 2.1 0.0 0.0 2.1 1.6 1.6 0.0 2.9 2.9 0.0 0.9 2.9

34.7 8 26 26 27 18 31 22 30 13 30 18 31 31 30 9 27 8 9 5 18 5 13 5 22 4 18 2.2 0.0 0.0 2.2 1.7 1.7 0.0 3.0 3.0 0.0 1.0 3.0

36.2 9 28 28 28 19 32 24 32 32 14 19 33 33 35 10 28 9 10 5 19 5 14 24 5 4 19 2.3 0.0 0.0 2.3 1.8 1.8 0.0 3.1 3.1 0.0 1.1 3.1

37.7 10 30 30 30 20 34 25 34 15 34 20 35 35 40 11 30 10 11 6 20 6 15 6 25 5 20 2.4 0.0 0.0 2.4 1.8 1.8 0.0 3.2 3.2 0.0 3.2 1.2

39.2 11 31 31 32 22 36 27 36 16 36 22 37 37 45 12 32 11 12 7 22 7 16 7 27 6 22 2.5 0.0 0.0 2.5 1.9 1.9 0.0 3.3 3.3 0.0 1.3 3.2


EDITION :3 1

2

22A0340080020.11.2000 17


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST


18.1 17 10 10 10 14 8 19 20 17 10 17 17 19 14 5.1 0.0 0.0 5.1 3.9 3.9

19.6 17 10 10 10 14 8 19 20 17 10 17 17 19 14 5.3 0.0 0.0 5.3 4.0 4.0

21.1 10 18 18 18 14 20 20 20 10 18 10 10 8 14 5.5 0.0 0.0 5.5 4.2 4.2

22.6 9 18 18 18 14 21 21 20 9 18 9 9 6 14 5.7 0.0 0.0 5.7 4.3 4.3

24.1 8 19 19 19 14 23 23 20 8 19 8 8 5 14 5.9 0.0 0.0 5.9 4.5 4.5

25.6 7 20 20 20 14 24 24 20 7 20 7 7 4 14 6.1 0.0 0.0 6.1 4.7 4.7

27.1 6 21 21 21 14 26 26 20 6 21 6 6 2 14 6.3 0.0 0.0 6.3 4.8 4.8

28.6 6 23 23 23 14 27 27 20 6 23 6 6 1 14 6.5 0.0 0.0 6.5 5.0 5.0


EDITION :3 1

20.11.200018 22A03400800


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST


30.2 5 24 24 24 13 29 29 20 5 24 5 5 0 13 6.7 0.0 0.0 6.7 5.1 5.1

31.7 3 25 25 25 12 33 33 20 3 25 3 3 0 12 6.9 0.0 0.0 6.9 5.3 5.3

33.2 4 27 27 27 13 36 36 25 4 27 4 4 0 13 7.2 0.0 0.0 7.2 5.6 5.6

34.7 4 30 30 30 14 40 40 30 4 30 4 4 0 14 7.6 0.0 0.0 7.6 5.8 5.8

36.2 4 32 32 32 14 44 44 35 4 32 4 4 0 14 7.9 0.0 0.0 7.9 6.1 6.1

37.7 4 35 35 35 15 48 48 40 4 35 4 4 0 15 8.3 0.0 0.0 8.3 6.3 6.3

39.2 4 38 38 38 16 52 52 45 4 38 4 4 0 16 8.6 0.0 0.0 8.6 6.6 6.6


EDITION :3 1

2

22A0350030020.11.2000 19

1. 9. BALLASTING AND REACTIONS STATIC CROSSSHAPED BASE ON SCREW JACKS/SUPPORT PLATES


1. 10. 1. BALLASTING

22A04001,5m

1,5m

3,80m

3,80

m

MAXI 272MINI 202

PD = 1,5 x 1,5 x 0,16m

H.S.C

20 45m .. ..m

18 30

19,5 30

21 30

22,5 30

24 30

25,5 30

27 30

28,5 30




EDITION :3 1

20.11.200020 22A03500300

BALLASTING (CONTD)

H.S.C

20 45m .. ..m

30 30

31,5 30

33 35

34,5 40

36 45

37,5 50

39 55




EDITION :3 1

2

22A0350030020.11.2000 21


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST




18.0 8 21 21 21 15 24 14 23 15 23 15 23 24 30 9 21 8 9 6 15 6 15 6 14 6 15 1.6 0.0 0.0 1.6 1.3 1.2 0.0 2.4 2.4 0.0 0.0 2.6

19.5 8 21 21 21 15 24 15 24 15 24 15 24 24 30 9 21 8 9 6 15 6 15 6 15 6 15 1.7 0.0 0.0 1.7 1.3 1.3 0.0 2.5 2.5 0.0 0.1 2.6

21.0 8 21 21 22 15 24 15 24 14 24 15 24 24 30 8 22 8 8 5 15 6 14 6 15 6 15 1.7 0.0 0.0 1.7 1.3 1.3 0.0 2.5 2.5 0.0 2.7 0.2

22.5 8 22 22 22 15 25 16 24 14 24 15 25 25 30 8 22 8 8 5 15 5 14 5 16 5 15 1.8 0.0 0.0 1.8 1.4 1.4 0.0 2.6 2.6 0.0 0.3 2.7

24.0 8 22 22 22 15 25 16 25 14 25 15 25 25 30 8 22 8 8 5 15 5 14 5 16 5 15 1.8 0.0 0.0 1.8 1.4 1.4 0.0 2.6 2.6 0.0 0.4 2.7

25.5 8 22 22 23 15 26 17 25 14 25 15 26 26 30 8 23 8 8 5 15 5 14 5 17 5 15 1.9 0.0 0.0 1.9 1.4 1.4 0.0 2.7 2.7 0.0 0.5 2.8

27.0 8 23 23 23 15 26 17 26 13 26 15 26 26 30 8 23 8 8 4 15 4 13 4 17 4 15 1.9 0.0 0.0 1.9 1.5 1.5 0.0 2.7 2.7 0.0 0.6 2.8

28.5 7 23 23 23 15 27 18 26 13 26 15 27 27 30 8 23 7 8 4 15 4 13 4 18 4 15 2.0 0.0 0.0 2.0 1.5 1.5 0.0 2.8 2.8 0.0 0.7 2.8


EDITION :3 1

20.11.200022 22A03500300


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST



30.0 7 23 23 24 15 27 18 27 13 27 15 27 27 30 7 24 7 7 4 15 4 13 4 18 3 15 2.0 0.0 0.0 2.0 1.5 1.5 0.0 2.8 2.8 0.0 0.8 2.9

31.5 7 24 24 24 15 28 19 27 12 27 15 28 28 30 7 24 7 7 3 15 3 12 3 19 3 15 2.1 0.0 0.0 2.1 1.6 1.6 0.0 2.9 2.9 0.0 0.8 2.9

33.0 8 25 25 25 17 29 20 29 13 29 17 30 30 35 8 25 8 8 4 17 4 13 4 20 3 17 2.2 0.0 0.0 2.2 1.6 1.6 0.0 3.0 3.0 0.0 0.9 3.0

34.5 9 27 27 27 18 31 22 31 14 31 18 32 32 40 9 27 9 9 5 18 5 14 5 22 4 18 2.2 0.0 0.0 2.2 1.7 1.7 0.0 3.0 3.0 0.0 3.0 1.0

36.0 10 28 28 29 19 33 24 33 15 33 19 34 34 45 10 29 10 10 6 19 6 15 6 24 5 19 2.3 0.0 0.0 2.3 1.8 1.8 0.0 3.1 3.1 0.0 1.1 3.1

37.5 11 30 30 30 21 35 26 35 35 16 21 36 36 50 11 30 11 11 7 21 7 16 26 7 6 21 2.4 0.0 0.0 2.4 1.8 1.9 0.0 3.2 3.2 0.0 1.2 3.2

39.0 12 32 32 32 22 36 28 36 36 16 22 38 38 55 12 32 12 12 8 22 8 16 28 8 6 22 2.5 0.0 0.0 2.5 1.9 1.9 0.0 3.3 3.3 0.0 1.3 3.3


EDITION :3 1

2

22A0350030020.11.2000 23


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST


18.0 18 10 10 10 14 9 19 30 18 10 18 18 19 14 5.2 0.0 0.0 5.2 4.0 4.0

19.5 18 10 10 10 14 9 19 30 18 10 18 18 19 14 5.4 0.0 0.0 5.4 4.1 4.1

21.0 10 18 18 18 14 20 20 30 10 18 10 10 8 14 5.6 0.0 0.0 5.6 4.3 4.3

22.5 10 19 19 19 14 21 21 30 10 19 10 10 7 14 5.8 0.0 0.0 5.8 4.4 4.4

24.0 9 20 20 20 14 23 23 30 9 20 9 9 6 14 6.0 0.0 0.0 6.0 4.6 4.6

25.5 8 21 21 21 14 24 24 30 8 21 8 8 4 14 6.2 0.0 0.0 6.2 4.7 4.7

27.0 7 22 22 22 14 26 26 30 7 22 7 7 3 14 6.4 0.0 0.0 6.4 4.9 4.9

28.5 6 23 23 23 15 28 28 30 6 23 6 6 2 15 6.6 0.0 0.0 6.6 5.0 5.0


EDITION :3 1

20.11.200024 22A03500300


H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST


30.0 5 24 24 24 15 29 29 30 5 24 5 5 0 15 6.8 0.0 0.0 6.8 5.2 5.2

31.5 4 25 25 25 13 33 33 30 4 25 4 4 0 13 7.0 0.0 0.0 7.0 5.4 5.4

33.0 4 28 28 28 14 36 36 35 4 28 4 4 0 14 7.3 0.0 0.0 7.3 5.6 5.6

34.5 4 30 30 30 15 40 40 40 4 30 4 4 0 15 7.7 0.0 0.0 7.7 5.9 5.9

36.0 4 33 33 33 15 44 44 45 4 33 4 4 0 15 8.0 0.0 0.0 8.0 6.1 6.1

37.5 4 35 35 35 16 47 47 50 4 35 4 4 0 16 8.3 0.0 0.0 8.3 6.4 6.4

39.0 4 38 38 38 17 52 52 55 4 38 4 4 0 17 8.7 0.0 0.0 8.7 6.7 6.7


EDITION :3 1

2

22A0360039020.11.2000 25

1. 11. REACTIONS STATIC CROSSSHAPED BASE ON BED PLATE1. 12. MC68B ZF12A ZFC12A

3,80m

0,48m

Setting the rods into concrete and recess in thebed plateSee chapter 23A

235

3,80

m

0,48

m

1. 12. 1. REACTIONS ON THE ANCHORING RODS

1. 12. 1. 1. REACTIONS IN SERVICE

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST




17.5 1 13 13 13 7 16 6 15 7 15 7 15 16 1 13 1 1 2 7 1 7 1 6 1 7 1.3 0.0 0.0 1.3 1.0 1.0 0.0 2.1 2.1 0.0 0.1 2.2

19.0 1 13 13 13 7 16 7 15 7 15 7 16 16 1 13 1 1 2 7 2 7 2 7 2 7 1.3 0.0 0.0 1.3 1.0 1.0 0.0 2.1 2.1 0.0 0.0 2.2

20.5 0 13 13 14 7 16 7 16 7 16 7 16 16 1 14 0 1 2 7 2 7 2 7 2 7 1.4 0.0 0.0 1.4 1.1 1.0 0.0 2.2 2.2 0.0 2.3 0.1

22.0 0 14 14 14 7 17 8 16 6 16 7 16 17 0 14 0 0 3 7 2 6 2 8 2 7 1.4 0.0 0.0 1.4 1.1 1.1 0.0 2.2 2.2 0.0 0.2 2.3


EDITION :3 1

20.11.200026 22A03600390

REACTIONS IN SERVICE CONTD

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O ) O

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST



23.5 0 14 14 14 7 17 8 17 6 17 7 17 17 0 14 0 0 3 7 3 6 3 8 3 7 1.5 0.0 0.0 1.5 1.1 1.1 0.0 2.3 2.3 0.0 2.4 0.3

25.0 0 14 14 14 7 18 9 17 6 17 7 18 18 0 14 0 0 3 7 3 6 3 9 3 7 1.5 0.0 0.0 1.5 1.2 1.2 0.0 2.3 2.3 0.0 2.4 0.4

26.5 0 15 15 15 7 18 9 18 5 18 7 18 18 0 15 0 0 3 7 3 5 3 9 4 7 1.6 0.0 0.0 1.6 1.2 1.2 0.0 2.4 2.4 0.0 0.5 2.4

28.0 0 15 15 15 7 18 10 18 5 18 7 19 19 0 15 0 0 4 7 4 5 4 10 4 7 1.6 0.0 0.0 1.6 1.2 1.2 0.0 2.4 2.4 0.0 0.6 2.5

29.5 1 15 15 15 7 19 10 19 5 19 7 19 19 0 15 1 0 4 7 4 5 4 10 4 7 1.7 0.0 0.0 1.7 1.3 1.3 0.0 2.5 2.5 0.0 0.6 2.5

31.0 1 16 16 16 7 19 10 19 4 19 7 20 20 1 16 1 1 4 7 4 4 4 10 5 7 1.7 0.0 0.0 1.7 1.3 1.3 0.0 2.5 2.5 0.0 0.7 2.5

32.5 1 16 16 16 8 20 11 20 4 20 8 21 21 1 16 1 1 5 8 5 4 5 11 5 8 1.8 0.0 0.0 1.8 1.3 1.3 0.0 2.6 2.6 0.0 0.8 2.6

34.0 1 16 16 16 8 20 11 20 4 20 8 21 21 1 16 1 1 5 8 5 4 5 11 6 8 1.8 0.0 0.0 1.8 1.4 1.4 0.0 2.6 2.6 0.0 0.9 2.6

35.5 2 17 17 17 8 21 12 21 3 21 8 22 22 1 17 2 1 6 8 5 3 5 12 7 8 1.8 0.0 0.0 1.8 1.4 1.4 0.0 2.6 2.6 0.0 2.6 0.9

37.0 2 17 17 17 8 21 13 21 21 3 8 23 23 1 17 2 1 6 8 6 3 13 6 7 8 1.9 0.0 0.0 1.9 1.4 1.4 0.0 2.7 2.7 0.0 1.0 2.7

38.5 2 17 17 18 8 22 13 22 22 3 8 23 23 2 18 2 2 6 8 6 3 13 6 8 8 1.9 0.0 0.0 1.9 1.5 1.5 0.0 2.7 2.7 0.0 2.7 1.1


EDITION :3 1

2

22A0360039020.11.2000 27

1. 12. 1. 2. REACTIONS OUT OF SERVICE

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST


17.5 10 2 2 2 6 1 11 10 2 10 10 11 6 3.7 0.0 0.0 3.7 2.8 2.8

19.0 10 2 2 2 6 1 11 10 2 10 10 11 6 4.2 0.0 0.0 4.2 3.2 3.2

20.5 10 2 2 2 6 1 12 10 2 10 10 12 6 4.4 0.0 0.0 4.4 3.4 3.4

22.0 2 10 10 10 6 13 13 2 10 2 2 0 6 4.6 0.0 0.0 4.6 3.5 3.5

23.5 1 11 11 11 6 14 14 1 11 1 1 1 6 4.8 0.0 0.0 4.8 3.7 3.7

25.0 0 12 12 12 6 16 16 0 12 0 0 3 6 5.0 0.0 0.0 5.0 3.8 3.8

26.5 0 13 13 13 6 17 17 0 13 0 0 4 6 5.2 0.0 0.0 5.2 4.0 4.0

28.0 1 14 14 14 7 19 19 1 14 1 1 6 7 5.4 0.0 0.0 5.4 4.1 4.1


EDITION :3 1

20.11.200028 22A03600390

REACTIONS OUT OF SERVICE CONTD

H.S.C O

X

Y

DC

AB

DC

AB

DC

AB( O )( O )

MT

TX TY

MAX

DC

AB

BALLAST


29.5 2 16 16 16 7 20 20 2 16 2 2 7 7 5.6 0.0 0.0 5.6 4.3 4.3

31.0 3 17 17 17 7 22 22 3 17 3 3 9 7 5.8 0.0 0.0 5.8 4.5 4.5

32.5 4 18 18 18 7 24 24 4 18 4 4 10 7 6.0 0.0 0.0 6.0 4.6 4.6

34.0 5 19 19 19 7 26 26 5 19 5 5 12 7 6.2 0.0 0.0 6.2 4.8 4.8

35.5 7 20 20 20 7 28 28 7 20 7 7 14 7 6.5 0.0 0.0 6.5 4.9 4.9

37.0 8 22 22 22 7 30 30 8 22 8 8 16 7 6.7 0.0 0.0 6.7 5.1 5.1

38.5 9 23 23 23 7 32 32 9 23 9 9 18 7 6.9 0.0 0.0 6.9 5.2 5.2


EDITION :3 1

2

22A0400012020.11.2000 29

1. 13. TABLE OF THE BALLAST COMPOSITION (BLOCK: BA BD BE BF BG BK BL)

22A0330 / 22A0340 / 22A0350

Block type

1 2 3 4

Ballast

in t

BA2,5

BD5

BA2,5

BE5

BF5

BG2,5

BK2,65

BL0,92

BG2,5

Ballast

in

80 16 28 2 14 2 2 29 80

75 2 14 28 2 12 2 2 2 27 75

70 14 28 2 12 2 2 25 70

65 2 12 26 2 10 2 2 2 23 65

60 12 24 2 10 2 2 21 60

55 2 10 22 2 8 2 2 2 19 55


EDITION :3 1

20.11.200030 22A04000120

13

4

21

BA

BD

BD BA

BEBF

BG BG

BK

BL

BA

BD

1

(*)

(*)

(*)

(*)

(*)(*)

(*) Ballast fastening

27A

24A


EDITION :3 1

2

22A0400012020.11.2000 31

22A0330 / 22A0340 / 22A0350

Block type

1 2 3 4

Ballast

in t

BA2,5

BD5

BA2,5

BE5

BF5

BG2,5

BK2,65

BL0,92

BG2,5

Ballast

in

50 10 20 2 8 2 2 17 50

45 2 8 18 2 6 2 2 2 15 45

40 8 16 2 6 2 2 13 40

35 2 6 14 2 4 2 2 2 11 35

30 6 12 2 4 2 2 9 30

25 2 4 10 2 2 2 2 2 7 25

20 4 8 2 2 2 2 5 20

13

4

21

BA

BD

BD BA

BEBF

BG BG

BK

BL

BA

BD

1

(*)

(*)

(*)

(*)

(*)(*)

(*) Ballast fastening

27A

24A


EDITION :3 1

20.11.200032 22A04000120

1. 14. BALLAST FASTENING (BLOCK: BA BD BE BF BG BK BL)

Ballast fastening

Static crossshaped base Crossshaped base on travelling gear

1

2

3

4

With

With

Without Without

Without Without

Without

Without


EDITION :3 1

2

22A0400013020.11.2000 33

1. 15. TABLE OF THE BALLAST COMPOSITION (BLOCK: BN BP)

22A0330 / 22A0340 / 22A0350

Block type

1

Ballast

in t

BN2,5

BP5

Ballast

in

70 14 70

65 2 12 65

60 12 60

55 2 10 55

50 10 50

45 2 8 45

40 8 40

35 2 6 35

30 6 30

1

BN

BP

27A

24A

1. 16. BALLAST FASTENING (BLOCK: BN BP)

Ballast fastening

Static crossshaped base Crossshaped base on travelling gear

1 WithWithout

city crane mc 68 b

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