comedil ctt 231-12 h20 koenig k28-s potain md …...practice exercises cranesafe + fulford...

PRACTICE EXERCISES

CraneSafe + Fulford Certification Tel: 604.398.5230 | www.fulford.ca

TOWER CRANE

Comedil CTT 231-12 H20 Koenig K28-S

Potain MD 310C K12

LOAD CHART & RIGGING

PRACTICE EXERCISES

CraneSafe Certification

Tower Crane PRACTICE EXERCISES LCR.TC.CMCTT23112H20.KGK28S.POMD310CK12.PEX1

1 April 2013

Load Chart & Rigging PRACTICE EXERCISES Tower Crane ComedilCTT231-12H20/KoenigK28-S/PotainMD310CK12(1)

www.fulford.ca CraneSafe + Fulford Certification PEX-Q2

PRACTICE EXERCISES

Introduction

These 10 questions are samples of the load chart and rigging part of your CraneSafe Certification Assessment for Tower Crane.

We have not included all of the charts for this crane - but everything you need to answer the questions is included in the load and jib charts you have here. You do not need the crane manual or full load chart package to answer the questions.

The crane industry in BC has stated that operators must get a minimum of 70% correct on the load chart and rigging part of the assessment to be competent.

Copyright © 2009 Fulford Harbour Consulting Ltd.

All material in this document is, unless otherwise stated, the property of Fulford Harbour Consulting Ltd. Copyright and other intellectual property laws protect these materials. Reproduction or transmission of the materials, in whole or in part, in any manner, without prior written consent of the copyright holder, is a violation of copyright law.

Printed copies of this document may be made, solely for personal, noncommercial use. Individuals must preserve any copyright or other notices contained in or associated with them. Users may distribute such copies to others, in electronic or printed form, without charge, without prior written consent of Fulford Harbour Consulting Ltd. Contact information for requests for permission to reproduce in any altered state, electronic or otherwise, or distribute for a charge or other consideration, this document or any other materials produced by Fulford Harbour Consulting Ltd are as listed below:

Fulford CraneSafe Certification #508 - 602 West Hastings Street, Vancouver, BC, V6B 1P2, Canada Toll free: 1.888.952.6033 Lower Mainland: 604.398.5230 Fax: 604.398.5236 [email protected]



PRACTICE EXERCISES

Load Chart Questions

Note

1 tonne (t) = 1,000 kilograms (kg)

1. What is the gross capacity based on the following configuration?

• Radius 39m

• 4 parts of line

Answer: tonnes

Part 1: Comedil CTT 231-12 H20

2. What is the maximum hoisting speed allowable based on the following configuration?

• Load weight 6,000 kg

• 60 AFC 60

• 4 parts of line

Answer: metres / minute



PRACTICE EXERCISES

4. Determine the highest allowable hoist speed step based on the following configuration.

• 4 parts of line

• Load weight 4,800 lbs

• Rigging weight 195 lbs

Answer:

3. What is the maximum radius the load can be placed based on the following configuration?

• Load weight 5t

• Rigging 175kg

• 2 parts of line

Answer: metres

5. Determine the weight of the trip test block?

• 4 parts of line

• Jib length 79 feet

• Trolley radius 79 feet

• Trip test block weight is five percent of tip capacity test block weight

Answer: pounds

Part 2: Koenig K28-S



PRACTICE EXERCISES

7. What is the difference in capacity based on the following configuration?

• Jib length 1: 65m

• Jib length 2: 50m

• Radius 46m

Answer: tonnes

6. Determine the difference in gross capacity between the two jib lengths?



• 2 parts of line

• Hook radius 46 feet

Answer: pounds

Part 3: Potain MD 310 CK12

8. What is the maximum radius the load can be placed based on the following configuration?

• Load weight 9t

• Rigging 200kg

• 4 parts of line

• Jib length 45m

Answer: metres



PRACTICE EXERCISES

Part 4: Rigging

10. What is the minimum size of wire rope slings required to lift a load 9,500 pounds?

The 2-leg bridle sling is in a choked configuration at an angle of 40 degrees.

Answer: inches

9. What is the minimum size of chain sling required to lift a load of 16,750 pounds?

The sling is in a single basket hitch configuration at an angle of 65 degrees.

Answer: inches

PRACTICE EXERCISES


TOWER CRANE


Potain MD 310C K12


PRACTICE EXERCISES – TABLES


Tower Crane PRACTICE EXERCISES TABLES LCR.TC.CMCTT23112H20.KGK28S.POMD310CK12.PEXT1

1 April 2013


www.fulford.ca CraneSafe + Fulford Certification PEX-T2

These charts are for assessment purposes only and should not be used to operate a crane. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane.

PRACTICE EXERCISESComedil CTT 231-12 H20

Load Charts

4

70 m

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

60 m

65 m

70 m

6 t

30,

49

mt

6,00

6,00

6,00

5,10

4,3

43,

763,

292,

912,

59

2,33

2,10

6 t

29,2

5 m

t6,

006,

005,

824,

80

4,0

43,

46

2,9

92,

612,

292,

031,

80

12 t

16,2

9 m

t9,

457,

265,

824,

80

4,0

43,

46

2,9

92,

612,

292,

031,

80

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

60 m

65 m

6 t

34,

82 m

t6,

006,

006,

005,

96

5,10

4,43

3,9

03,

46

3,10

2,8

0

6 t

33,7

3 m

t6,

006,

006,

005,

744,

874,

193,

66

3,22

2,8

62,

55

12 t

18,6

6 m

t11

,09

8,5

66,

915,

744,

874,

193,

66

3,22

2,8

62,

55

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

60 m

6 t

37,3

1 m

t6,

006,

006,

006,

005,

534,

824,

253,

793,

40

6 t

36,

01 m

t6,

006,

006,

006,

005,

284,

574,

003,

54

3,15

12 t

19,8

4 m

t11

,89

9,21

7,45

6,21

5,28

4,57

4,00

3,5

43,

15

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

6 t

39,

76 m

t6,

006,

006,

006,

005,

96

5,20

4,5

94,

10

6 t

38,

32 m

t6,

006,

006,

006,

005,

704,

94

4,3

43,

85

12 t

21,0

1 m

t12

,00

9,85

7,9

96,

68

5,70

4,9

44,

34

3,85

20 m

25 m

30 m

35 m

40 m

45 m

50 m

6 t

42,3

3 m

t6,

006,

006,

006,

006,

005,

59

4,95

6 t

40,

78 m

t6,

006,

006,

006,

006,

005,

34

4,70

12 t

22,2

7 m

t12

,00

10,5

38,

56

7,17

6,14

5,3

44,

70

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)5

26

0 A

FC 6

0(V

ecto

r)5

2

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)5

26

0 A

FC 6

0(V

ecto

r)5

2

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)6

16

0 A

FC 6

0(V

ecto

r)6

1

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)7

06

0 A

FC 6

0(V

ecto

r)7

0

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)4

26

0 A

FC 6

0(V

ecto

r)4

2

28

34

67

910

511

1

2,70

m

4,20

m2,

00 m

2,6

0 m

1,6

0 m

17,5

0 m

12 t

16,2

9 m

12 t

18,6

6 m

12 t

19,8

4 m

12 t

21,0

1 m

12 t

22,2

7 m

28

67

910

51

34

12

83

49

56

7

12

85

34

67

13

42

67

5

65 m

2,55

t - 2

,8 t

60

m

3,15

t - 3

,4 t

55 m

3,85

t - 4

,1 t

50

m

4,7

t - 4

,95

t

LOAD

DIA

GRAM

La

stku

rven

· Co

urbe

s de

cha

rges

· Cu

rvas

de

carg

as ·

Diag

ram

ma

di p

orta

ta

1,8

t-

2,1

t

6

Tower: H20 & Basement: RTL

R1 -2277 kN -2836 kN

R2 1704 kN 2374 kN

924 kN

Tower: H20 & Basement: TTR

R1 -1459 kN -1566 kN

R2 0 0

1044 kN

Tower: H20 & Basement: FTR

R1 -1254 kN -1566 kN

R2 0 0

1031 kN

30,75 m

34,50 m

38,25 m

42,00 m

45,75 m

49,50 m

53,25 m

57,00 m(C25)

1,95 m

No.

12

H20

18.

4

H20 18.10 B

3,75

m10

m

R1R2

35,55 m

58,05 m(C25)

39,30 m

43,05 m

46,80 m

50,55 m

54,30 m

61,80 m

No.

11

H20

18.

4

10 m

3,75

m7,

5 m

6 m

R1R2

35,55 m

54,30 m(C25)

39,30 m

43,05 m

1 11

2

22

3

33

4

445

55

6

66

7

778

88

9

9910

1010

11

1111

12

121213

1313

46,80 m

50,55 m

58,05 m

61,80 m

No.

11

H20

18.

4

10 m

3,75

m7,

5 m

6 m

R1R2

1,95 m1,95 m

Standard Configurations · Standardkonfiguration ·Standard Implantations · Implantaciones Standard · Installazioni Standard

TOWER Turm · Tour · Torre · Torre

H2018.8 TA

H2018.8 TA

H20 18.10 B

H20 18.10 B

Different heights and tower combinations are available; please consult us • Andere Höhen und Turmkombinationen auf Anfrage • Différentes hauteurs et combinaisons de tour sont disponibles; nous consulter • Hay diferentes alturas y combinaciones de torre disponibles. Consúlte-nos • Altezze diverse e combinazioni di torre sono disponibili; consultateci

Max. under hook height • Höchste Haken höhe • Hauteur maxi. sous crochet • Maxima altura bajo gancho • Altezza max. sotto gancio

Standard Configurations

4

70 m

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

60 m

65 m

70 m

6 t

30,

49

mt

6,00

6,00

6,00

5,10

4,3

43,

763,

292,

912,

59

2,33

2,10

6 t

29,2

5 m

t6,

006,

005,

824,

80

4,0

43,

46

2,9

92,

612,

292,

031,

80

12 t

16,2

9 m

t9,

457,

265,

824,

80

4,0

43,

46

2,9

92,

612,

292,

031,

80

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

60 m

65 m

6 t

34,

82 m

t6,

006,

006,

005,

96

5,10

4,43

3,9

03,

46

3,10

2,8

0

6 t

33,7

3 m

t6,

006,

006,

005,

744,

874,

193,

66

3,22

2,8

62,

55

12 t

18,6

6 m

t11

,09

8,5

66,

915,

744,

874,

193,

66

3,22

2,8

62,

55

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

60 m

6 t

37,3

1 m

t6,

006,

006,

006,

005,

534,

824,

253,

793,

40

6 t

36,

01 m

t6,

006,

006,

006,

005,

284,

574,

003,

54

3,15

12 t

19,8

4 m

t11

,89

9,21

7,45

6,21

5,28

4,57

4,00

3,5

43,

15

20 m

25 m

30 m

35 m

40 m

45 m

50 m

55 m

6 t

39,

76 m

t6,

006,

006,

006,

005,

96

5,20

4,5

94,

10

6 t

38,

32 m

t6,

006,

006,

006,

005,

704,

94

4,3

43,

85

12 t

21,0

1 m

t12

,00

9,85

7,9

96,

68

5,70

4,9

44,

34

3,85

20 m

25 m

30 m

35 m

40 m

45 m

50 m

6 t

42,3

3 m

t6,

006,

006,

006,

006,

005,

59

4,95

6 t

40,

78 m

t6,

006,

006,

006,

006,

005,

34

4,70

12 t

22,2

7 m

t12

,00

10,5

38,

56

7,17

6,14

5,3

44,

70

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)5

26

0 A

FC 6

0(V

ecto

r)5

2

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)5

26

0 A

FC 6

0(V

ecto

r)5

2

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)6

16

0 A

FC 6

0(V

ecto

r)6

1

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)7

06

0 A

FC 6

0(V

ecto

r)7

0

A (2

,37

t)B

(3,2

t)

45 A

FC 6

0(V

ecto

r)4

26

0 A

FC 6

0(V

ecto

r)4

2

28

34

67

910

511

1

2,70

m

4,20

m2,

00 m

2,6

0 m

1,6

0 m

17,5

0 m

12 t

16,2

9 m

12 t

18,6

6 m

12 t

19,8

4 m

12 t

21,0

1 m

12 t

22,2

7 m

28

67

910

51

34

12

83

49

56

7

12

85

34

67

13

42

67

5

65 m

2,55

t - 2

,8 t

60

m

3,15

t - 3

,4 t

55 m

3,85

t - 4

,1 t

50

m

4,7

t - 4

,95

t

LOAD

DIA

GRAM

La

stku

rven

· Co

urbe

s de

cha

rges

· Cu

rvas

de

carg

as ·

Diag

ram

ma

di p

orta

ta

1,8

t-

2,1

t




PRACTICE EXERCISES

8

45 A

FC 6

095

kVA

*40

0V -

50H

z / 4

60V

- 60H

z20

00/1

4/C

E m

odifi

cata

60

AFC

60

115

kVA

*40

0V -

50H

z / 4

60V

- 60H

z20

00/1

4/C

E m

odifi

cata

tm

/min

kW

45 A

FC 6

0(V

ecto

r)

60

5

456

80

m

65

15

615

3

4

33

4 6

3

163

1

24

120

2

122

7

127

17

617

3

2

232

6

2

60

AFC

60

(Vec

tor)

60

5

60

68

0 m

65

15

615

4

4

2,3

44

10

6

1,3

106

162

120

2

122

7

127

22

4,6

22

53

2,6

53

81

* C

rane

with

out t

rave

lling

equ

ipm

ent –

Thr

ee m

ovem

ents

sim

ulta

neou

s at

90%

· K

rane

ohn

e S

chie

nenf

ahre

n –

Dre

i gle

ichz

eitig

e B

eweg

unge

n m

it 9

0% ·

Gru

e sa

ns t

rans

latio

n –

Troi

s m

ouve

men

ts s

imul

tané

s à

90%

· G

rúa

sin

tras

laci

ón –

Tre

s m

ovim

ient

os c

onte

mpo

ráne

os h

echo

s al

9

0% ·

Gru

sen

za tr

asla

zion

e –

Tre

mov

imen

ti co

ntem

pora

nei a

l 90%

Pow

er s

uppl

y · S

trom

vers

orgu

ng ·

Alim

enta

tion

· Su

min

istr

o el

éctr

ico

· Alim

enta

zion

e

Hois

ting

· He

ben

· Lev

age

· Ele

vaci

ón ·

Solle

vam

ento

MEC

HANI

SMS

Antr

iebe

· M

écan

ism

es ·

Mec

anis

mos

· M

ecca

nism

i

Comedil CTT 231-12 H20

Hoi

sting




PRACTICE EXERCISESComedil CTT 231-12 H20

9

DVF

3 8

0 3

7 7

4 m

/min

7,5

kW

SC

C 2

2 1

12 L

0,88

r.p.

m.

2 x

15 k

W

TSR

2R

G 4

M8

12

24

m/m

in (5

0 H

z)14

2

8 m

/min

(60

Hz)

4 x

80 N

m

Load (Kg):Load (Kg):

Spe

ed (m

/min

):

Spe

ed (m

/min

):

3000

3000

5000

5000

6000

6000

2000

2000

4000

4000

1000

1000 00

100

100

120

120

140

140

160

160

180

180

6060

8080

4040

2020

00

Hois

ting

Spe

ed ·

Hebe

n Ge

schw

indi

gkei

t · V

ites

se d

e Le

vage

·

Velo

cida

d de

Ele

vaci

ón ·

Velo

cità

' di S

olle

vam

ento

CTT

231-

12 H

20

45 A

FC

 60

60 A

FC

 60

Addi

tion

al S

peci

fica

tion

s · W

eite

re L

eist

ungs

date

n ·

Spéc

ifica

tion

s ad

diti

onne

lles

· Otr

as p

rest

acio

nes

· Alt

re m

ovim

enta

zion

i

Hoi

sting

Spe

ed

Add

ition

al S

peci

ficati

ons

9

DVF

3 8

0 3

7 7

4 m

/min

7,5

kW

SC

C 2

2 1

12 L

0,88

r.p.

m.

2 x

15 k

W

TSR

2R

G 4

M8

12

24

m/m

in (5

0 H

z)14

2

8 m

/min

(60

Hz)

4 x

80 N

m

Load (Kg):Load (Kg):

Spe

ed (m

/min

):

Spe

ed (m

/min

):

3000

3000

5000

5000

6000

6000

2000

2000

4000

4000

1000

1000 00

100

100

120

120

140

140

160

160

180

180

6060

8080

4040

2020

00

Hois

ting

Spe

ed ·

Hebe

n Ge

schw

indi

gkei

t · V

ites

se d

e Le

vage

·

Velo

cida

d de

Ele

vaci

ón ·

Velo

cità

' di S

olle

vam

ento

CTT

231-

12 H

20

45 A

FC

 60

60 A

FC

 60

Addi

tion

al S

peci

fica

tion

s · W

eite

re L

eist

ungs

date

n ·

Spéc

ifica

tion

s ad

diti

onne

lles

· Otr

as p

rest

acio

nes

· Alt

re m

ovim

enta

zion

i




PRACTICE EXERCISES

Koenig K28-S

Transportation by Road

Speeds

K28-S Technical DataErection

Radius and Capacity

Luffi ng

Reactions

Weight

RiggingTransportation by Road

Speeds


Radius and Capacity

Luffi ng

Reactions

Weight

Rigging

Transportation by Road

Speeds


Radius and Capacity

Luffi ng

Reactions

Weight

Rigging




PRACTICE EXERCISESPotain MD 310C K12

Mat / RéactionsMaste / EckdrückeMasts / ReactionsMástil / ReaccionesTorre / ReazioniTramo / ReacçõesКомпозиции башни / РеакцииMFW 2

84 t

F2 181 t228 t

F3 118 t174 t

P 61 A

97 t

F1 123 t150 t

V 60 A

F3F2

63,46056,751,746,741,736,731,726,721,716,711,75

m

13121110987654321

H(m)

0,32

m

10 m

3,33

m

89 t

F2 200 t277 t

F3 134 t220 t

P 62A

F3F2

7066,761,756,751,746,741,736,731,726,721,716,7

11,7

5 m

1413121110987654321

H(m)

0,32

m

10 m

F1

H(m)

5,4

m

6 m

5 m

10 m

68,465,161,856,851,846,841,836,831,826,8

13121110987654321

3,33

m

102 t

F1 143 t180 t

V 63 A

F1

H(m)

10,6

m

6 m

5 m

10 m

73,670,266,961,956,951,946,941,936,931,926,921,9

13121110987654321

3,33

m30 m ➡ 70 m

2 m

0,32

m

H1 (m)

5 m

1,66

m

63585348433833282318

121110987654321

B 60 A

30 m

H1(m) 5 m 3,33 m 35 m 63 12 - 40 m 63 12 - 45 m 58 11 - 50 m 51,4 9 1 55 m 46,4 8 1 60 m 48 9 - 65 m 44,7 7 2 70 m 41,4 7 1

83 t

F1 107 t101 t

ZD 463

H(m)

F14,5 m

5 m

10 m

1,5

m

47,942,937,932,927,922,9

987654321

101 t

F1 124 t149 t

ZX 6830

H(m)

F16 m

5 m

10 m

1,5

m

67,962,957,952,947,942,937,932,927,922,9

13121110987654321

ZD 463 H2 = H

ZX 6830 H3 = H

ZD 463 H4 = H - 0,1

ZX 6830 H4 = H - 0,3

F3

F4

F2

HH

- 0,

4 m

=H

H=

HH

- 0,

4 m

=H

H=

Télescopage sur dallesKletterkrane im GebäudeClimbing craneTelescopage gruas trepadorasGru in cavedioTelescopagem sobre lagesКран, ползущий внутри зданияMFW 2

14501100

2200

R

A

R

P

2 m

A (m)

28

26

24

22

20

18

16

14

12

10

8

16 18 20 22 24 26 28 30 R (t )

H1(m)

P(t)

23 97

70 m

23 97

70 m

28 99,7

33 102,4

38 105,141,4 106,944,7 107,3 65 m46,4 55 m10748 60 m107,3

51,4 50 m107,2

58 45 m106,9

63 30-40 m105,7

H1

H1

- 0,4

m=

H1

H1

=

B 60 A

FR DE EN ES IT PT RURéactions en service

Réactions hors service

A vide sans lest (ni train de transport) avec flèche et hauteur maximum

Nous consulter

Reaktionskräfte in Betrieb

Reaktionskräfte außer Betrieb

Ohne Last, Ballast (und Transportachse), mit Maximalausleger und Maximalhöhe

Auf Anfrage

Reactions in service

Reactions out of service

Without load, ballast (or transport axles), with maximum jib and maximum height

Consult us

Reacciones en servicio

Reacciones fuera de servicio

Sin carga, sin lastre, (ni tren de transporte), flecha y altura máxima

Consultarnos

Reazioni in servizio

Reazioni fuori servizio

A vuoto, senza zavorra (ne assali di trasporto) con braccio massimo e altezza massima

Consultateci

Reacções em serviço

Reacções fora de serviço

Sem carga (nem trem de transporte)- sem lastro com lança e altura máximas

Consultar-nos

Реакции при работе

Реакции в покое

Вес без груза, балласта (или транспортных осей), с максимальной длиной стрелы и максимальной высотой

Проконсультируйтесь у нас

MD 310C K12

Climbing Crane


84 t

F2 181 t228 t

F3 118 t174 t

P 61 A

97 t

F1 123 t150 t

V 60 A

F3F2

63,46056,751,746,741,736,731,726,721,716,711,75

m

13121110987654321

H(m)

0,32

m

10 m

3,33

m

89 t

F2 200 t277 t

F3 134 t220 t

P 62A

F3F2

7066,761,756,751,746,741,736,731,726,721,716,7

11,7

5 m

1413121110987654321

H(m)

0,32

m

10 m

F1

H(m)

5,4

m

6 m

5 m

10 m

68,465,161,856,851,846,841,836,831,826,8

13121110987654321

3,33

m

102 t

F1 143 t180 t

V 63 A

F1

H(m)

10,6

m

6 m

5 m

10 m

73,670,266,961,956,951,946,941,936,931,926,921,9

13121110987654321

3,33

m30 m ➡ 70 m

2 m

0,32

m

H1 (m)

5 m

1,66

m

63585348433833282318

121110987654321

B 60 A

30 m

H1(m) 5 m 3,33 m 35 m 63 12 - 40 m 63 12 - 45 m 58 11 - 50 m 51,4 9 1 55 m 46,4 8 1 60 m 48 9 - 65 m 44,7 7 2 70 m 41,4 7 1

83 t

F1 107 t101 t

ZD 463

H(m)

F14,5 m

5 m

10 m

1,5

m

47,942,937,932,927,922,9

987654321

101 t

F1 124 t149 t

ZX 6830

H(m)

F16 m

5 m

10 m

1,5

m

67,962,957,952,947,942,937,932,927,922,9

13121110987654321

ZD 463 H2 = H

ZX 6830 H3 = H

ZD 463 H4 = H - 0,1

ZX 6830 H4 = H - 0,3

F3

F4

F2

HH

- 0,

4 m

=H

H=

HH

- 0,

4 m

=H

H=


14501100

2200

R

A

R

P

2 m

A (m)

28

26

24

22

20

18

16

14

12

10

8

16 18 20 22 24 26 28 30 R (t )

H1(m)

P(t)

23 97

70 m

23 97

70 m

28 99,7

33 102,4

38 105,141,4 106,944,7 107,3 65 m46,4 55 m10748 60 m107,3

51,4 50 m107,2

58 45 m106,9

63 30-40 m105,7

H1

H1

- 0,4

m=

H1

H1

=

B 60 A




Nous consulter




Auf Anfrage




Consult us




Consultarnos




Consultateci




Consultar-nos





MD 310C K12


84 t

F2 181 t228 t

F3 118 t174 t

P 61 A

97 t

F1 123 t150 t

V 60 A

F3F2

63,46056,751,746,741,736,731,726,721,716,711,75

m

13121110987654321

H(m)

0,32

m

10 m

3,33

m

89 t

F2 200 t277 t

F3 134 t220 t

P 62A

F3F2

7066,761,756,751,746,741,736,731,726,721,716,7

11,7

5 m

1413121110987654321

H(m)

0,32

m

10 m

F1

H(m)

5,4

m

6 m

5 m

10 m

68,465,161,856,851,846,841,836,831,826,8

13121110987654321

3,33

m

102 t

F1 143 t180 t

V 63 A

F1

H(m)

10,6

m

6 m

5 m

10 m

73,670,266,961,956,951,946,941,936,931,926,921,9

13121110987654321

3,33

m30 m ➡ 70 m

2 m

0,32

m

H1 (m)

5 m

1,66

m

63585348433833282318

121110987654321

B 60 A

30 m

H1(m) 5 m 3,33 m 35 m 63 12 - 40 m 63 12 - 45 m 58 11 - 50 m 51,4 9 1 55 m 46,4 8 1 60 m 48 9 - 65 m 44,7 7 2 70 m 41,4 7 1

83 t

F1 107 t101 t

ZD 463

H(m)

F14,5 m

5 m

10 m

1,5

m

47,942,937,932,927,922,9

987654321

101 t

F1 124 t149 t

ZX 6830

H(m)

F16 m

5 m

10 m

1,5

m

67,962,957,952,947,942,937,932,927,922,9

13121110987654321

ZD 463 H2 = H

ZX 6830 H3 = H

ZD 463 H4 = H - 0,1

ZX 6830 H4 = H - 0,3

F3

F4

F2

HH

- 0,

4 m

=H

H=

HH

- 0,

4 m

=H

H=


14501100

2200

R

A

R

P

2 m

A (m)

28

26

24

22

20

18

16

14

12

10

8

16 18 20 22 24 26 28 30 R (t )

H1(m)

P(t)

23 97

70 m

23 97

70 m

28 99,7

33 102,4

38 105,141,4 106,944,7 107,3 65 m46,4 55 m10748 60 m107,3

51,4 50 m107,2

58 45 m106,9

63 30-40 m105,7

H1

H1

- 0,4

m=

H1

H1

=

B 60 A




Nous consulter




Auf Anfrage




Consult us




Consultarnos




Consultateci




Consultar-nos





MD 310C K12

MécanismesAntriebeMechanismsMecanismosMeccanismiMecanismosМеханизмыMFW 3

ch - PShp kW

m/min50 LVF 30Optima t

2,6 ➞6

10 ➞6

30 ➞6

40 ➞4,5

56 ➞3

82 1,5

1,3 ➞12

5 ➞12

15 ➞12

20 ➞9

28 ➞6

41 3

50 37 337 m


3.8 ➞6

44 ➞ 56 ➞4,5

80 ➞3

116 1,5

1,9 ➞12

22 ➞ 28 ➞9

40 ➞6

58 3

75 55 766 m


0 ➞6

60 ➞ 80 ➞4,5

110 ➞3

162 1,5

0 ➞12

30 ➞ 40 ➞9

55 ➞6

81 3

100 75 941 m

m/min150 LCC30 t

88,4 ➞6

106 ➞4,5

132 ➞3

176 ➞1,5

2120,75

44,2 ➞12

53 ➞9

66 ➞6

88 ➞3

1061,5

150 110

5,5 4

761 m

m/min6 DVF 4 0 ➞ 50 (12 t) 0 ➞ 100 (6 t) 0 ➞ 120 (3 t)tr/minU/min

rpmRVF 162Optima + 2 x 7,5 2 x 5,50 ➞ 0,7

4 x 7m/min 13,5 - 27RT 544A1 2V

R ≥ 13 m

V 60 A4 x 5,2

V 63 A

6 x 7m/min 16 - 32RT 664A2B 2V

ZX 6830 6 x 5,2

305682

m/mn

1,5 3 6 t

50 LVF 30 Optima

4480

116m/mn

1,5 3 6 t

+ 25%

75 LVF 30 Optima

60

110

162m/mn

1,5 3 6 t

+ 25%100 LVF 30 Optima

50 LVF : 75 kVA75 LVF : 100 kVA100 LVF : 125 kVA150 LCC : 175 kVA

+ 25%

IEC 60204-32

400 V(+10% -10%) 50 Hz / 480 V(+ 6% -10%) 60 Hz

Manitowoc - Americas - World Headquarters2400 S. 44th Street • Manitowoc • WI 54220 USATel: +1 920 684 4410 • Fax: +1 920 652 9778

Manitowoc - Europe, Middle East & AfricaEcully, France18, rue de Charbonnières B.P. 173 • 69132 ECULLY Cedex • FRANCETel: +33 (0)4 72 18 20 20 • Fax: +33 (0)4 72 18 20 00

Manitowoc - Asia Pacifi c 16F Xu Hui Yuan Building,1089 Zhongshan No.2 Road (S) • Shanghai 200030 China Tel: +86 21 6457 0066 • Fax: +86 21 6457 4955 R

éf.

20

08

18

MF

W 4

Document commercial non contractuel. Pour toute information technique se référer à la notice correspondante.

Unverbindliches Vertriebsdokument. Für technische Informationen, siehe die entsprechenden Anweisungen.

This commercial document is not legally binding. For any technical information, please refer to the corresponding instructions.

Documento commercial no contractual. Para cualquier información tecnica, ver la noticia correspondiente.

Documento commerciale non vincolante, per tutte le informazioni tecniche fare rifferimento al catalogo istrusioni.

Documento comercial não contratual. Para qualquer informação técnica complementar consultar as respectivas instruções.

Этот коммерческий документ не является юридически обязательным. Для получения технической информации, см. соответствующие инструкции.

!

FR DE EN ES IT PT RULevage

Distribution

Orientation

Translation

Heben

Katzfahren

Schwenken

Kranfahren

Hoisting

Trolleying

Slewing

Travelling

Elevación

Distribución

Orientación

Traslación

Sollevamento

Ditribuzione

Rotazione

Traslazione

Elevação

Distribuição

Rotação

Translação

Подъем

Перемещение каретки

Поворот

Перемещение крана

MD 310C K12

Mechanisms

MécanismesAntriebeMechanismsMecanismosMeccanismiMecanismosМеханизмыMFW 3

ch - PShp kW


2,6 ➞6

10 ➞6

30 ➞6

40 ➞4,5

56 ➞3

82 1,5

1,3 ➞12

5 ➞12

15 ➞12

20 ➞9

28 ➞6

41 3

50 37 337 m


3.8 ➞6

44 ➞ 56 ➞4,5

80 ➞3

116 1,5

1,9 ➞12

22 ➞ 28 ➞9

40 ➞6

58 3

75 55 766 m


0 ➞6

60 ➞ 80 ➞4,5

110 ➞3

162 1,5

0 ➞12

30 ➞ 40 ➞9

55 ➞6

81 3

100 75 941 m

m/min150 LCC30 t

88,4 ➞6

106 ➞4,5

132 ➞3

176 ➞1,5

2120,75

44,2 ➞12

53 ➞9

66 ➞6

88 ➞3

1061,5

150 110

5,5 4

761 m

m/min6 DVF 4 0 ➞ 50 (12 t) 0 ➞ 100 (6 t) 0 ➞ 120 (3 t)tr/minU/min

rpmRVF 162Optima + 2 x 7,5 2 x 5,50 ➞ 0,7

4 x 7m/min 13,5 - 27RT 544A1 2V

R ≥ 13 m

V 60 A4 x 5,2

V 63 A

6 x 7m/min 16 - 32RT 664A2B 2V

ZX 6830 6 x 5,2

305682

m/mn

1,5 3 6 t

50 LVF 30 Optima

4480

116m/mn

1,5 3 6 t

+ 25%

75 LVF 30 Optima

60

110

162m/mn

1,5 3 6 t

+ 25%100 LVF 30 Optima

50 LVF : 75 kVA75 LVF : 100 kVA100 LVF : 125 kVA150 LCC : 175 kVA

+ 25%

IEC 60204-32

400 V(+10% -10%) 50 Hz / 480 V(+ 6% -10%) 60 Hz

Manitowoc - Americas - World Headquarters2400 S. 44th Street • Manitowoc • WI 54220 USATel: +1 920 684 4410 • Fax: +1 920 652 9778

Manitowoc - Europe, Middle East & AfricaEcully, France18, rue de Charbonnières B.P. 173 • 69132 ECULLY Cedex • FRANCETel: +33 (0)4 72 18 20 20 • Fax: +33 (0)4 72 18 20 00

Manitowoc - Asia Pacifi c 16F Xu Hui Yuan Building,1089 Zhongshan No.2 Road (S) • Shanghai 200030 China Tel: +86 21 6457 0066 • Fax: +86 21 6457 4955 R

éf.

20

08

18

MF

W 4

Document commercial non contractuel. Pour toute information technique se référer à la notice correspondante.

Unverbindliches Vertriebsdokument. Für technische Informationen, siehe die entsprechenden Anweisungen.

This commercial document is not legally binding. For any technical information, please refer to the corresponding instructions.

Documento commercial no contractual. Para cualquier información tecnica, ver la noticia correspondiente.

Documento commerciale non vincolante, per tutte le informazioni tecniche fare rifferimento al catalogo istrusioni.

Documento comercial não contratual. Para qualquer informação técnica complementar consultar as respectivas instruções.

Этот коммерческий документ не является юридически обязательным. Для получения технической информации, см. соответствующие инструкции.

!

FR DE EN ES IT PT RULevage

Distribution

Orientation

Translation

Heben

Katzfahren

Schwenken

Kranfahren

Hoisting

Trolleying

Slewing

Travelling

Elevación

Distribución

Orientación

Traslación

Sollevamento

Ditribuzione

Rotazione

Traslazione

Elevação

Distribuição

Rotação

Translação

Подъем

Перемещение каретки

Поворот

Перемещение крана

MD 310C K12

Distance between collars Crane higher Horizontal reaction See climbing crane




PRACTICE EXERCISESPotain MD 310C K12

Load Diagrams

Counter-jib Ballast

6

12

(m)

= - 0,64 t

(t)

70 m

65 m

3,1 21,9 22 25 27 30 32 35 37 39,1 42,8 45 47 50 52 55 57 60 62 65 67 70 m 12 12 10,3 9,4 8,3 7,7 6,9 6,4 6 6 5,7 5,4 5 4,8 4,5 4,3 4 3,9 3,7 3,5 3,35 t

3,1 23,2 25 27 30 32 35 37 40 41,7 45,3 47 50 52 55 57 60 62 65 m 12 11 10,1 8,9 8,3 7,4 6,9 6,3 6 6 5,8 5,4 5,1 4,8 4,6 4,3 4,2 3,95 t

60 m 3,1 23,2 25 27 30 32 35 37 40 41,8 45,4 47 50 52 55 57 60 m 12 11 10,1 8,9 8,3 7,4 7 6,3 6 6 5,8 5,4 5,1 4,8 4,6 4,35 t

55 m 3,1 23,2 25 27 30 32 35 37 40 41,7 45,3 47 50 52 55 m 12 11 10,1 8,9 8,3 7,4 7 6,3 6 6 5,8 5,4 5,1 4,8 t

50 m 3,1 23,7 25 27 30 32 35 37 40 42 42,6 46,3 47 50 m 12 11,3 10,3 9,1 8,5 7,6 7,1 6,5 6,1 6 6 5,9 5,5 t

45 m 3,1 23 25 27 30 32 35 37 40 41,4 45 m 12 10,9 10 8,8 8,2 7,4 6,9 6,3 6 6 t

40 m 3,1 24,6 25 27 30 32 35 37 40 m 12 11,8 10,8 9,6 8,9 8 7,5 6,8 t

35 m 3,1 24,8 25 27 30 32 35 m 12 11,9 10,9 9,6 8,9 8,05 t

30 m 3,1 25 27 30 m 12 11 9,7 t

Courbes de chargesLastkurvenLoad diagramsCurvas de cargasCurve di caricoCurva de cargasДиаграммы грузоподъемностейMFW 2

2,670 m

2,665 m 23 25 27 30 32 35 37 40 41,3 42,4 45 47 50 52 55 57 60 62 65 m 12 10,9 10 8,8 8,2 7,3 6,9 6,2 6 6 5,6 5,3 4,9 4,7 4,3 4,2 3,9 3,7 3,5 t

2,660 m 23,5 25 27 30 32 35 37 40 42 42,2 43,3 45 47 50 52 55 57 60 m 12 11,2 10,2 9 8,4 7,5 7 6,4 6 6 6 5,7 5,4 5 4,8 4,5 4,3 4 t

2,655 m 23,6 25 27 30 32 35 37 40 42 42,7 43,8 45 47 50 52 55 m 12 11,2 10,3 9,1 8,5 7,6 7,1 6,5 6,1 6 6 5,8 5,5 5,1 4,9 4,55 t

2,650 m 24 25 27 30 32 35 37 40 42 43,4 44,6 45 47 50 m 12 11,5 10,5 9,3 8,6 7,8 7,3 6,6 6,3 6 6 5,9 5,6 5,23 t

2,645 m 24,3 25 27 30 32 35 37 40 42 43,8 45 m 12 11,6 10,6 9,4 8,7 7,9 7,4 6,7 6,3 6 6 t

2,640 m 24,8 25 27 30 32 35 37 40 m 12 11,9 10,9 9,7 9 8,1 7,6 6,9 t

2,635 m 25 27 30 32 35 m 12 11 9,7 9 8,15 t

2,630 m 25,2 27 30 m 12 11,1 9,8 t

22,3 25 27 30 32 35 37 40 40,2 41,2 42 45 47 50 52 55 57 60 62 65 67 70 m 12 10,5 9,6 8,5 7,9 7,1 6,6 6 6 6 5,9 5,4 5,1 4,7 4,5 4,2 4 3,7 3,6 3,4 3,2 3,05 t

6

12

(m)

(t)

- 0,19 t

= - 0,19 t

70 m

= - 0,59 t65 ➞ 45 m

AncragesVerankerungenAnchoragesAnclaje AncoraggioAncoragemРамки для крепления к зданиюMFW 2

P 62 A

149,

07 m

191,7 m

119,

07 m

161,7 m

89,0

7 m

131,7 m

54,0

7 m

101,7 m

66,7 m

Lest de baseGrundballastBase ballastLastre de baseZavorra di baseLastros da baseБазовый балластMFW 2

68,4 65,1 61,8 56,8 51,8 46,8 41,8 36,8 31,8 26,8 132 120 96 72 72 72 60 60 60 60

V 60 A2 m (t)H (m)

73,6 70,2 66,9 61,9 56,9 51,9 46,9 41,9 36,9 31,9 26,9 21,9 180 156 132 108 72 72 72 72 60 60 60 60

V 63 A2 m (t)H (m)

47,9 42,9 37,9 32,9 27,9 22,9 17,9 12,9 115 115 110 110 105 105 105 105

ZD 4632 m (t)H (m)

69,7 62,9 57,9 52,9 47,9 42,9 37,9 32,9 27,9 22,9 131 101 71 61 61 61 61 61 61 61

ZX 68302 m (t)H (m)

Lest de contre-flècheGegenauslegerballastCounter-jib ballastLastre de contra flechaContrappeso Lastros da contra lançaБалласт на консолиMFW 2

70 m65 m60 m55 m50 m45 m40 m35 m30 m

25 60024 10022 60026 00023 70020 30017 60015 30021 800

20,5 m20,5 m20,5 m18 m18 m18 m18 m18 m12 m

50LVF30

25 20023 70022 20025 60023 30019 90017 20014 90021 400

75LVF30

23 30021 80021 00023 70021 80018 40015 30013 00019 500

150LCC30

24 50023 30021 80025 30022 60019 50016 8001380021 000

100LVF30

(kg)

4 600 - 4 200 - 2 300 kg

25 20023 80022 40025 20023 10019 60016 80014 00021 000

20,5 m20,5 m20,5 m18 m18 m18 m18 m18 m12 m

75LVF30

23 10021 70021 00023 80021 70018 20015 40012 60019 600

150LCC30

24 50023 10021 70024 50022 40018 90016 10014 00020 300

100LVF30

(kg)

4 200 - 700 kg

FR DE EN ES IT PT RUDistance entre cadres

Hauteur grue

Poids de la grue(en service)

Réaction horizontale

Voir télescopage sur dalles

Abstand zwischen den Rahmen

Kranhöhe

Krangewicht (in Betrieb)

Horizontalkräfte

Siehe Kletterkrane im Gebäude

Distance between collars

Crane height

Crane weight (in service)

Horizontal reaction

See climbing crane

Distancia entra marcos

Altura grúa

Peso de la grúa (en servicio)

Reaccion horizontal

Vea grua trepadora

Distanza fra i telai

Altezza gru

Peso della gru (in servizio)

Reazione orizzontale

Consultare gru in cavedio

Distância entre quadros

Altura da grua

Peso da grua (em serviço)

Reacção horizontal

Ver telescopagem sobre lages

Расстояние между рамками крепления

Высота крана

Вес крана (при работе)

Горизонтальные реакции

См. кран, ползущий внутри здания

MD 310C K12




PRACTICE EXERCISES

Wire Rope Slings

When using a 2-leg bridle in a choker hitch configuration, multiply the above values by .75.

When using a double basket hitch configuration, multiply the above values by 2.

Working Load Limit in pounds

Note: For training and assessment use only.




PRACTICE EXERCISES

Chain Slings


When using a 2-leg bridle in a choker hitch configuration, multiply the above values by .75.

When using a double basket hitch configuration, multiply the above values by 2.

Note: For training and assessment use only.




PRACTICE EXERCISES

Nylon Web Slings

Note: Capacitiesareforflateye,twistedeyeandtrianglefittings. Fortrainingandassessmentuseonly.

Whenusinga2-legbridleinachokerhitchconfiguration,multiplytheabovevaluesby.75.

Whenusingadoublebaskethitchconfiguration,multiplytheabovevaluesby2.


PRACTICE EXERCISES


TOWER CRANE


Potain MD 310C K12


PRACTICE EXERCISES – ANSWER KEY


Tower Crane PRACTICE EXERCISES ANSWER KEY LCR.TC.CMCTT23112H20.KGK28S.POMD310CK12.PEXAK1

1 April 2013


www.fulford.ca CraneSafe + Fulford Certification PEX-AK2

PRACTICE EXERCISES

Answer Key

Part 1: Comedil CTT 231-12 H20

1. Answer: 4.87 tonnes (4,870kg)

The gross capacity at a radius of 39m with 4 parts of line is 4.87 tonnes.

2. Answer: 22 metres/minute

The maximum hoisting speed for a load of 6 tonnes with 4 parts of line is 22 m/min.

3. Answer: 35 metres

Load weight 5,000 kg Rigging 175 kg Total Load 5,175 kg 5.175 t

The maximum radius to place a load of 5 tonnes with 2 parts of line is 35m.

Part 2: Koenig K28-S

4. Answer: 2 step

Load weight 4,800 lbs Rigging 195 lbs Total Load 4,995 lbs

The highest allowable hoist speed step is 2 (4,410 – 6,614 lbs).



PRACTICE EXERCISES

5. Answer: 140 pounds

The maximum capacity for a jib length of 79 feet is 2,800 lbs. 2,800 x .05 = 140 lbs

6. Answer: 0 pounds

Gross capacity of jib length 79 feet is 4,410 lbs.

Gross capacity of jib length 92 feet is 4,410 lbs.

4,410 – 4,410 = 0 lbs

Part 3: Potain MD 310C K12

7. Answer: 0.2 tonnes (200kg)

Gross Capacity of jib length 65m is 5.8t.

Gross capacity of jib length 50m is 6.0t.

6.0 – 5.8 = 0.2 tonnes

8. Answer: 27 metres

Load weight 9,000 kg

Rigging 200 kg

Total Load 9,200 kg

The maximum radius the load can be placed is 27m.



PRACTICE EXERCISES

Part 4: Rigging

9. Answer: 5/8 inch

The capacity of a 5/8 inch chain sling in a single basket hitch at an angle of 60 degrees is 25,079 lbs.

The capacity of a 1/2 inch chain sling in a single basket hitch at an angle of 60 degrees is 16,627 lbs (too small).

10. Answer: 7/8 inch

The capacity of a 7/8 inch wire rope sling in a choked 2-leg bridle configuration is: 13,370 x .75 = 10,312 lbs

comedil ctt 231-12 h20 koenig k28-s potain md …...practice exercises cranesafe + fulford...

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