King Lifting Crane Hire Specification Guide

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'B IG ENOUGH TO COPE, SMALL ENOUGH TO CARE'

KING LIFTING

Tel: 0117 982 1121www.kinglifting.co.uk

SPECIFICATION GUIDE


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CONTENTS

INTRODUCTION

CONTENTS

GUIDANCE NOTES

LIFTING HEIGHT CHART

CRANES

SPECIALISED EQUIPMENT

TRANSPORT

CAPACITY CRANES

8te Ta da no TS 75M/L

25te Kat o CR -250 (City Cra ne)

30te Terex/Dem a g AC30 (City C ran e)

40te Terex/Dem a g AC40-2L

40te Terex/Dema g AC40-1 (City Cra ne)

60te G rove G MK 305560te Terex/Dem a g AC60-3L

70te Terex/Dema g AC70 (City Cra ne)

80te Terex/Dem a g AC80-2

CAPACITY CRANES

130te G rove G MK 5130

140te Terex Dema g AC140-1



350te Terex Dema g AC350-6

500te Lieb herr LTM15009te S pierings S K 599-AT5

10te S pierings S K 1265-AT6

18te S pierings S K 2400-AT7

3te Maeda Compact Crane

CAPACITY SPECIALISED EQUIPMENT

3000kg C a te rpillar VC60E Forklift @ 500mm

5000kg Ca terpillar VC110F Forklift @ 500mm

5500kg Mitsub ishi FGC 55K Forklift @ 600mm

6050kg C a te rpillar T150D Forklift @ 600mm

CAPACITY SPECIALISED EQUIPMENT

7000kg Hyst er S pa ce sa ver S 7.00XL Forklift @ 600mm

15880kg Versa -Lift 25/35 @ 610mm Extend ed Ba lla st

27300kg Versa -Lift 40/60 @ 915mm Extend ed Ba lla st

100te P ow er Lift Sy stem

The Quick Guide to Notifica tion attend ant a nd Ma rker Req uirements

CAPACITY TRANSPORT

150te MAN TG X 26.540 6x4 B B S

150te MAN TG X 26.540 6x4 B B S

150te MAN TG X 33.480 6x4 B B S

90te MAN TG X 26.480 6X4 B LS

10.2te Sc ania Rigid 8x4 + Fassi Crane S660A

10.2te Sc ania Rigid 8x4 + Fassi Crane S660A

14.0te Sc ania Rigid 8x4 + P alfinger Cra ne 35000B

11te DAF FTG 85CF 380 Rigid 6x4 + Atlas Cra ne

3.0te Merced es Attego 815 Rigid Flatb ed with Side Bo ards

PLANT NO TRAILERSK1 ARB S emi-Low -loa de r Tri-Axle

K2 King 6 Axle B a lla s t Tra iler


K5 S DC 45-70ft Tri-Axle Fla tbe d Extend a ble

K6 Ove rlander TP T36E Euroliner 13.2m Tri-Axle

K8 McC a uley c279917 Tri-Axle Dra g Tra iler

K9 McC a uley c281241 Tri-Axle Dra g Tra iler


K11 Noote bo om 5 Axle P lant Trailer

K12 Bros huis 5 Axle B a lla st Trailer

KING LIFTING

w w w .kinglifting.co.uk

The charts that have been included have been reproduced from m anufacturer specifications, and w hile every

effort has been m ade to ensure their accuracy, w e do not accept any resp onsibility for errors or om issions.

W e also need to draw your attention to the guidance notes on page iv to assist you w ith your crane selection.

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KING LIFTING

DEPOTS

BRISTOL DEPOTThirdway, Avonmouth,Bristol, BS11 9YLT: 01179 821121 F: 01179 235762

BIRMINGHAM DEPOTAden Court, Coventry RoadSolihull, West Midlands, B92 0DYT: 01675 446 840 F: 01675 443 457

SOUTHAMPTON DEPOTUnit 3, Oceanic Way, Marchwood Industrial Park,Marchwood, Southampton, SO40 4BDT: 02380 661384 F: 02380 661494

SOUTH WALES DEPOTTir-y-berth Industrial Est, Tir-y-berth,Hengoed, Mid Glamorgan, CF82 8AUT: 01443 812457 F: 01443 814143

SWINDON DEPOTDarby Close, Cheney Manor Industrial Est,Swindon, SN2 2PNT: 01793 542740 F: 01793 514837

LONDON (WEST) DEPOT

Stockley Farm Road, Stockley Park,West Drayton, UB7 9BWT: 01895 446443 F: 01895 446449

LONDON (EAST) DEPOTAlbion Parade, Canal Basin, Gravesend,Kent, DA12 2RNT: 01474 321721 F: 01474 321821

YEOVIL DEPOTWestlands, Lysander Road, Yeovil, BA20 2YB

T: 07774 338336 F: 01935 704843

KING LIFTING LIMITED

HEAD OFFICE: King Road Avenue Avonmouth Bristol BS11 9HF

Tel: 01179 821121 Fax: 01179 826244 Web: www.kinglifting.co.uk DEPOTS ACROSS THE UK

'BIG ENOUGH TO COPE, SMALL ENOUGH TO CARE'



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DISCLAIMER

The configurations and duties for the cranes included in this specificationare too numerous to include fully. The charts that have been included havebeen reproduced from manufacturer specifications, and while every efforthas been made to ensure their accuracy, we do not accept any responsibilityfor errors or omissions.

We a lso need to draw your a ttention to the guida nce note s to a s sist you with your

crane selection.

All a sp ec ts of this do cument a re for guida nce purpos es only.

If you ha ve a ny q ueries reg a rding the c ontent o r you req uire mo re extens ive s pec ifica tions

please contact your nearest depot or alternatively the technical department on0117 982 1121.

CAUTION

UNLESS YOU UNDERSTANDTHE REQUIREMENTSCONTAINED IN THISGUIDE, WE WOULDRECOMMEND

YOU CHOOSE ACONTRACT LIFT.

KING LIFTING







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DEFINITION OF CPA CRANE HIREAND CPA CONTRACT LIFTINTRODUCTION

The g uide clarifies the c ontra ctua l a rra nge ment, d uties , res pons ibilities a nd risks involved w henhiring mob ile c ranes .

The Lifting Operat ions a nd Lifting Eq uipme nt regula tions 1998 (LOLER) provide d eta ils o f the

st a tutory provisions for lifting o pera tions . This is supported b y the co de o f pra c tice B ritish S ta nda rd

S a fe Use of Cranes : BS 7121 a nd in particula r pa rts 1 and 3. Both of these d oc uments clearly define

the qualifications and duties of all personal involved.

TRAINING

The importa nce of c orrec tly trained a nd c ertified perso nnel is c ritica l King Lifting is c ommitted

to training and conducts regular training courses for employees and customers we are an CPCS

accredited test and training centre.

Employees can contact our Health and Safety Department and customers should contact our

training services on 0117 982 1121.

INSURANCE

The hire of a ny item o f pla nt or eq uipment is inevita bly ac co mpa nied by risk- either throug h a cc ide nta l

da ma ge , theft or misus e. With the c os t of mod ern mob ile c ranes rang ing from 100,000 to o ver 2.5

million, the financial implications for customers in the event of a serious incident are significant.

BS7121- Safe Use of Cranes- notes these risks and highlights the need to protect against their

consequences through appropriate comprehensive insurance cover. A factor which is now

considered by many customers to be as important as the specification of equipment.

We a t King Lifting a re a ble to offer a d a ma ge w a iver which is s pec ifica lly ta ilored to the c rane hire

market at an increased cost and rely on own insurances.

Da ma ge Wa iver Sc heme For CPA Crane Hire Only.

CPA Crane tire waives the right of recovery under Clause 13 of the CPA Model Conditions of Hire

Hirers Responsibility for Loss and Damage at 16.5% of invoice value:

Acc identa l da ma ge to c ra ne on hire to full repla ce ment value.

Loss of hire cha rges a s a result of loss or da mag e to the crane.

Co ver in resp ect of go od s being lifted up to a value of 25,000.

Limit can be increased on request and the appropriate charge made.

NB: Excesses and exclusions apply.

Insurance Co ver a rra nged by us for use in resp ec t of C PA Co ntra ct Lift

Insura nce is included w ithin the c ontrac t lift pric e s ubjec t to follow ing limits :

A ma ximum lia bility of 25,000 in res pec t of g oo ds lifted ;

A ma ximum lia bility of 5 million in res pec t of los s or da ma ge to othe r property

or d ea th/injury to persons (P ublic Lia bility).

NB: Exclusions a pply.
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DEFINITION OF CPA CRANE HIREAND CPA CONTRACT LIFTCPA CRANE HIRE

Under the terms of a standard CPA Crane Hire agreement, the crane and the operator are theresponsibility of the customer once the crane leaves the public highway in order to access site.

This includes tra vel on a ny ac ces s roa ds in the event that the site is not immediately ad ja ce nt to the

public highway.

The C usto mers Appo inted P erson is respons ible for pla nning the lift and a ll the pe rsonnel and

equipment involved. In addition, under CPA Model conditions, the Customer is responsible for and

we recommend should provide for the following:

Loss or dama ge to our plant a nd eq uipment whilst on s ite a nd under the

customers control;

Loss of or da mag e to the good s being lifted;

Co ntinuing hiring cha rge s whilst the eq uipment is unable to work a s a res ult ofloss or damage;

Leg a l Lia bility-injury to the driver/ope rato r w hilst unde r the supe rvision a nd co ntrol of

the Customer along with injury to third parties, including damage to their property,

a rising from crane operations.

For hires under CPA Crane Hire agreements, it is important to note the following:

The C ustomers Appointed P erson must ha ve the know ledg e a nd understa nding of a ll

a spe cts of the lifting operation;

The C ra ne Owner must s upply a co mpetent ope ra tor and crane fit for the intended

purpos e, B S 7121- Sa fe use of C ra nes gives a full desc ription o f suc h res pons ibilities.

If you wish your responsibilities to be waived an additional charge will be levied.

In summary, under a CPA Crane Hire agreement, it is the customers responsibility to fully plan,

co ntrol, s upervise a nd insure the crane operation a nd p ersonnel.

CPA CONTRACT LIFT

Under the terms o f sta nda rd CPA Contrac t Lift, the crane/eq uipment, ope ra tor and a ll perso nnel

supplied w ith the cra ne, (including the Appo inted P erson/Cra ne S uperviso r) a re the res pons ibility o f

the C ra ne Ow ner.

The C rane Ow ner is res pons ible for a ll a s pec ts o f the pla nning a nd e xec ution of the lift and w ill be

insured for the follow ing: Los s of or da ma ge to pla nt/eq uipment ca used so lely by the ow ners negligenc e in the

performance of lifting contract;

Los s of or da ma ge to third party property ca used so lely by the owners neglige nce in

the performa nce of the lifting co ntra ct subjec t to:

A ma ximum lia bility of 25,000 in respec t of g oo ds be ing lifted ;

A ma ximum lia bility of 5 million in res pec t of los s of or da ma g e to third pa rty

property or d ea th/injury to third pa rty perso ns.


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DEFINITION OF CPA CRANE HIREAND CPA CONTRACT LIFTCPA CONTRACT LIFT

If you w ish our limits to b e increa se d a n a dd itiona l cha rge w ill be pa yab le.

It is important to note that a CPA Crane Hire agreement only becomes a CPA Contract Lift when

the cra ne ow ner supplies the Appo inted P erso n/Cra ne S uperviso r a nd henc e, a cc epts lia bility for

planning a nd supervising the lift.

Specifying the correct type of contract will ultimately improve safety and ensure that the correct

system of w ork is a dopted .

Under Contract Lift conditions the Customer still retains certain liabilities and therefore should hold

a deq uate insurance to provide protec tion a ga inst incidents a rising from:

Own negligence;

Inad eq uate or unsta ble g round c onditions; Inad eq uate or incorrect informa tion supplied in co nnection with the go od s being lifted.


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MANAGEMENT & SUPERVISION FORSAFE LIFTING OPERATIONSA SUMMARY OF CONTRACT LIFTING

If an individual or organisation does not have expertise in lifting operations they should not hirecranes but s hould opt for the c ontract lift option.

EMPLOYING ORGANISATIONThe orga nis a tion req uiring the loa d to be m oved

HSE INSPECTORS WILL EXPECT TO FIND

Llifting ope rations planned by trained, co mpetent a nd a ppointed person(s);

Lifting pla n/method sta tement prepared as part of the projec t H&S Plan;

Res pons ibilities esta blished : clarity a s to w hether co ntac t or crane hire terms a pply;

C rane outrigg er support as ses sed i.e. identify loa dings and loa d-bea ring capa city of the ground;

S linging arrang ements planned and slinging undertaken by trained and competent persons;

Lifting operations supervised b y trained perso ns and ca rried out in acc ordance w ith the lifting plan;

Maintenance of mac hines and eq uipment supported by up to da te examination reports.

HIRED CRANE(Hired &Managed)

THE EMPLOYINGORGANISATION MUST:

Ca rry out all wo rk in a cc orda nce

with BS7121.

Supply the Appointed P erson .

P lan the lift and operate a sa fe system

of work.

Ensure tha t the crane hired is of a

suitable type and capacity.

Chec k the credentia ls o f the cra ne hire

co mpa ny and ce rtifica tions supplied.

THE CRANE OWNER HAS ADUTY TO:

P rovided a c ra ne that is properly

maintained, tested and certificated.

P rovide a co mpetent driver.

CONTRACT LIFT(Fully Contracted)

THE EMPLOYING ORGANISATIONSHOULD SPECIFY:

Tha t a ll w ork is to be unde rta ken in

ac cordance with BS 7121.

That the c ontracto r is to supply the

Appointed Person.

Wha t informa tion a nd/or se rvice s w ill be

provided to the c ontracto r by the

employing organisation.

THE CONTRACTOR ISRESPONSIBLE FOR:

S upplying the Appointed person

P la nning the lift, a nd operation of a s a fe

sys tem o f wo rk (via method sta tement).

Orga nisa tion and co ntrol of the

lifting operation.


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MANAGEMENT & SUPERVISION FORSAFE LIFTING OPERATIONSMANAGEMENT & SUPERVISION FOR SAFE LIFTING OPERATIONS

Know your Lift Tea m Appo inted P erso n, C ra ne S upervis or, C ra neOperat or a nd S linge r/S igna ller

Ensure tha t your Lift Tea m is Trained, co mpete nt a nd a uthorise d

Know your Loa d Weight, dimensions , type, lift points,

loc a tion b efore a nd a fter up/do wn, hot,

cold, sharp edges

Know your crane S ize, type, duties, outrigg er settings a nd

loa dings , bo om length, ra dius of w ork,

area for erection

Ensure tha t your cra ne is Tes ted , exa mined , insp ec ted , fit for purpos e

Know your ground Acc ess , egress , level, sloping, exca vations ,

co ndition, load bea ring

Know your proximity haz a rds Elec trica l structures , sta cked go od s,

pedes trians , overhead rac ks a nd trays

Know the we a ther Wind, ra in, ice a nd snow, fog,

sun, thunderstorms

P ermit to wo rk S a fe S ystem of Work (Method S tate ment)

Remem be r-all lifting opera tions must be ;

Properly Planned, Appropriately Supervised and Carried out Safely(Lifting Operations and Lifting Equipment Regulations 1998 Regulation 8)

1. APPOINTED PERSON

The role o f the Appointed P erson, a s defined by B S 7121 part 1, is to provide a sa fe sys tem of w ork

for all lifting o pera tions w hich a re properly planned a nd a de q ua tely supervis ed . This include s t he

preparation of a comprehensive risk assessment and an adequate method statement. As well as

selecting the correct crane for the lift the Appointed person must also select the appropriate load

handling accessories (chains, slings, webs etc.), the method of attaching the load to the crane (the

slinging technique) and calculate the down rating of the accessories where necessary to ensure asafe operation.

2. CRANE SUPERVISOR

The c rane s uperviso r s hould d irec t a nd s upervise the lifting o pera tion, ens uring tha t thes e a re

ca rried out in ac co rda nce w ith the method s tate ment. The crane s uperviso r should b e c ompetent

and suitably trained and should have sufficient authority to stop the lifting operation if the supervisor

cons iders it d ang erous to proceed.

NOTE: The a ppointed person ma y dec ide to und ertake the duties of the crane supe rviso r or to delega te these to ano ther perso n with

a ppropria te e xpertise for the lifting opera tion.


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MANAGEMENT & SUPERVISION FORSAFE LIFTING OPERATIONS3. CRANE OPERATOR

The c ra ne ope ra tor should b e respons ible for correct operation of the crane in a cc ordanc e w ith thema nufac turers instructions a nd w ithin the sa fe sys tem of w ork. The cra ne driver s hould o nly res pond

to a signal from the slinger to carry put initial lifting of the load, and then only to signals from one

slinge r/signa ller, w ho sho uld be ea s ily identified , d uring the rema inde r of the lifting ope ra tion.

WARNING: It is essential that the crane driver does not tamper with any controls, mechanisms orother eq uipment, including the rated ca pa city indica tor.

The c ra ne o perator s hould be:

Tra ined on the spe cific mode l of crane used ;

Able to ass imila te a nd apply informa tion co ntained in reports a nd duty cha rts rela ting

to the rang e of duties a nd sa fe use o f the crane;

Familia r w ith the ma nufac turers instructions for the rigg ing ope ration a nd for

maintenance of the crane;

Awa re tha t the crane should be us ed o n level ground or else se t level on outrigg ers

before any loa d is a pplied;

Fully co nversa nt with the co rrect use of outrigg ers a nd where outrigg ers should

be fitted, and aware of how to properly support the outrigger feet (this requires

regular monitoring to ensure that no movement occurs throughout the operation);

Able to set and check the functioning of the ra ted ca pa city limiter a nd ra ted

capacity indicator;

Awa re of the effec ts of wind a nd other clima ctic effects on the crane and loa d;

Able to res ist press ures from other persons to ca rry out unsa fe operations; Able to take the a ction to a void dang erous situa tions , including sto pping operations;

Able to operate fire suppress a nt eq uipment, if fitted.


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MANAGEMENT & SUPERVISION FORSAFE LIFTING OPERATIONS4. SIGNALLER

The s igna ller sho uld be res pons ible for relaying the s igna l from the s linge r to the c ra ne d river. Thesignaller may be responsible for directing movement of the crane and load instead of the slinger,

provided that only one person is respons ible at a ny time.

During the lifting operation, hand signals and voice instructions to the crane driver should be given

by only one person at a time. If, during the lifting operation, responsibility for directing the crane and

load is transferred to another signaller, the first signaller should clearly indicate to the crane driver

tha t this res pons ibility is trans ferred a nd to w hom. The first s igna ller sho uld c lea rly indica te to the

se co nd signaller that the tra nsfer is ta king pla ce. The c ra ne d river and the s eco nd s igna ller should

clearly indicate that they a cc ept the trans fer.

NOTE: It is com mon prac tice t o train personnel to ena ble them to c a rry out duties o f both s linger a nd s igna ller.

5. SLINGERThe s linger should b e respons ible for atta ching a nd d eta ching the load to a nd from the c ra ne loa d

lifting attachment, and for using the correct lifting accessories and equipment in accordance with

the o peration plan.

The s linge r should d irec t initia l movement o f the c rane. If there is more tha n one slinge r, only one

slinge r sho uld direc t initia l movement.

If co ntinuous signa lling is req uired a nd the s linge r is not visible to the c rane driver, a nother s linge r or

signaller should relay the signals to the crane driver.

NOTE: Alternat ively, other a udio or visua l methods m ay b e used . If other a udio or visua l method s a re used, the e q uipment or mea ns

of eq uipment use should be s o tha t the crane d river can be come immediately a wa re if equipment fails, s o tha t movement of the cranecan be stopped.

The follow ing indica tions of eq uipment fa ilure s hould ca use the c ra ne d river to immed ia tely stop

movements of the crane:

Blank sc reen on a television monitor;

Ces sa tion of co ntinuous instructions from a signa ller using ra dio,

to e.g. lower...lower...lower etc;

NOTE: If rad io is us ed a s me a ns o f signa lling, then s elected personnel involved s hould be kept c lea r of other co mmunica tions . All

personnel involved in signalling should be given a clear and unique call sign and all communications should be preceded by the call

sign. The cra ne driver should not resp ond to signa ls not p receded by the c all sign.


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ASSESSING GROUND CONDITIONSDETERMINING PERMISSIBLE GROUND LOADINGS

RESPONSIBILITY

The Appo inted P erson is res pons ible for ens uring the g round c ond itions a re s uita ble to se t up and

operate the c ra ne, a nd therefore s a fely c a rry out the lifting operation.

In most cases the Appointed Persons role has 3 stages:

Ensure that a cc urate data is obtained in respec t of the imposed loa dings.

Ensure that this da ta had been as ses sed by a suitably competent person,

such that suitable support systems have been specified.

Ensure that the sp ecified s ystem of suppo rt has been c orrectly insta lled

and maintained.

SOURCES OF INFORMATION

Under the Co nstruction (Design a nd Mana ge ment) Regula tions , the client a nd thedes igner ha ve a duty to ma ke a vaila ble to the P la nning S uperviso r informa tion

relating to the site.

If this is not a vaila ble the ground co nditions should be a ss es sed by a suita bly

co mpetent eng ineer, who ma y have to p be a spe cialist G eotec hnica l Engineer.

In extreme ca ses physica l loa d tes ts ma y have to be ca rried o ut in ad vance of the

lifting operation, to verify the load bearing capability of the ground.

METHODS OF DISTRIBUTING LOADS

The s tand a rd outrigg er support eq uipment c a rried by mo st crane suppliers ha s been proven by

experience to provide effective load distribution in the majority of cases.

However, in certain situations additional load distribution is required to achieve acceptable ground

bea ring p res sures .


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ASSESSING GROUND CONDITIONSPERMISSIBLE GROUND PRESSURES (SOURCE: DIN 1054)

t/m2

Backfilled Ground,

not compa cted 0 to 10.0

Mud, P eat, Marsh 0

Non-C ohes ive G round - med ium to fine gra vel 15

- co urse sa nd gravel 20

Co hesive G round - mushy 0

- s oft 4.0

- firm 10.0

- s emi solid 20.0

- ha rd 40.0

Roc k 150.0 to 300.0

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ASSESSING GROUND CONDITIONSDETERMINING GROUND CONDITIONS

In order to determine the support arrangements required for a crane, it will be necessary to

ga ther so me informa tion a bout the g round c onditions on s ite.

It will be necessary to know:

The cha ra cter of the ground

The wa ter co nditions

The eng ineering properties of the ground relevant to the de sign of the founda tions

The loc a tion of a ny underground haz a rds

SITE CATEGORIES

S ites ca n be c a tego rised to highlight the mos t likely potentia l problems tha t need to be co nsidered.

More a ttention is required to e sta blish the s trength of the g round w here g round c onditions a re po or

or where there is lack of d a ta on the na ture o f the s ub-soil.

BEACHES

Low sa nd de nsity a nd/or hig h/va ria ble w a ter ta ble crea te difficult co nditions .

FILLED CONSTRUCTION SITES (BROWNFIELD)

Unknow n previous co nditions, e.g. ba se ments, poorly filled open pits, sto ra ge tanks,

varia ble and co mpa cted fill.

PAVED AREAS

These ca n look dec eptively strong but ma y have bee n la id on we ek

ground underneath.

If a roa d is used reg ula rly by hea vy co mmercial vehicles a nd show s no sign of

distress then it w ill be les s of a co nce rn tha n a lightly traffic ked ca r pa rk

or esta te roa d.

Footpaths always dema nd further investiga tions Edg es of paved area s are usually

we a k as there ma y be w ea ker materia l or sha llow se rvices underneath thin surfa cing.

TOWN CENTRE AREAS/SITES

Expect underground hazards e.g. basements, sewers, tunnels, live services, poorly back filled

trenches, manholes, inspection chambers etc.

Rule of thumb: A rule of thumb to check for settlement of support area, raise the boom to minimum

ra dius a nd s lew 360o a nd p a use mome nta rily over ea ch outrigg er. Any s ettlement w ill req uire a la rg er

suppo rt ba se or ground improvement.

NOTE: Crane Operato rs are not, nor a re they mea nt to be Ge otec hnica l Engineers. On many sites a n operato rs experience a nd

expertise will determine a safe crane set up. However if doubt exists the Appointed Person must be contacted or a suitable engineer

to d etermine the c ontinuing s uitab ility of any g round.

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ASSESSING GROUND CONDITIONSFACTORS OF SAFETY (FOS)

The follow ing c harts g ive foundation areas for a ra nge o f Fa cto rs o f Sa fety ag a inst b ea ring fa ilure a nd

exces sive s ettlement of the ground.

FOS of 3.0 is more normally used for permanent work foundations and will give a conservative size

of foundation area. It should be used for outrigger foundations where minimum ground information

is a vaila ble, w here so ils a re va ria ble or where minor se ttleme nts c ould be c ritica l to a precision lifting

and placing operation.

FOS of 2.0 is adequate for most situations.

FOS of 1.5 is the absolute minimum and should only be used where ground conditions have been

a cc ura tely identified under the guida nce of a n experienced

geotechnical engineer.

OUTRIGGER FOUNDATION AREAS

GRANULAR SOILS

If only ge neral information on the so il type is a vaila ble use the uppe r limit of the

bands shown.

Where groundw a ter is at a depth B or les s below the level of the foundation, or the

site is lia ble to flood ing, then the a bove founda tion a rea s s hould b e d oubled.

(B is the width of the foundation).


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ASSESSING GROUND CONDITIONSOUTRIGGER FOUNDATION AREAS

COHESIVE SOILS

If only ge nral information on the so il type is ava ila ble use the uppo er limit of the

bands shown.

If the site is lia ble to flood ing, then the a bove founda tion area s should be increas ed by 50%

If the founda tion is NOT a pproxima tely s q ua re in pla n, but is rec ta ngular then the a bo ve

foundation a rea s should be increas ed by 10% (B/L should not exc eed 0.5 where B is the w idth

of the founda tion a nd L is the length o f founda tion.


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ASSESSING GROUND CONDITIONSMAT FOR MOBILE CRANE OUTRIGGER DATA

CR ANE: 30 tonne c a pa city truck-mounted mob ile.

S IZE OF OUTRIGG ER PADS : 400 x 400mm

MAXIMUM OUTRIGG ER LOAD: Ta ke 33 to nne s-i.e . a pprox 330 kN

G ROUND: Dense to very dense sa ndy gravel

EXAMPLE

REQUIRED SIZE OF MAT

Using fac tor of sa fety = 2, and = 40, a rea of mat required + 0.9m2.

For granular soil, this area can be square or rectangular; try 3 no. sleepers wide x 1200mm long

i.e 750mm x 1200mm i.e a rea = 0.75 x 1.2 = 0.9m2.


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ASSESSING GROUND CONDITIONSCALCULATION OF AREA OF RECTANGULAR/SQUARE MAT

Area of Ma t = Length x Widt h

EXAMPLE: A cra ne o utrigg er ma t mea sures 2.4m in leng th x 1.2m in w idt h Area of ma t is 2.4 x 1.2 = 2.88m2

CALCULATION OF AREA OF CIRCULAR MAT

Area of Ma t = X R2

= 3.14 R2= R X R

EXAMPLE: Mat Diame ter is 0.9m

Ra dius = 0.9m/2 = 0.45m

R2= 0.45 x 0.45 = 0.21

Area of Mat is 3.14 x 0.21 = 0.66m2


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ASSESSING GROUND CONDITIONS45 OUTRIGGER LOAD - SIMPLE EXPLANATION

When two low er mats (a ) a re plac ed side b y s ide, the upper mat (b) that co vers the

low er mats must extend b eyond the ce ntre line.


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ASSESSING GROUND CONDITIONS

The g uidelines given a bove a pply bo th to w ork a dja cent to permanent s tructures a nd to wo rk nea r

to tempo ra ry w orks, e .g. s heet pile retaining w a lls, trench s upport systems , etc .

FINAL SITING CHECKS

Even when mats have been correctly dimensioned, care must be exercised so that outriggers or

tracks avoid dangerous positions.

The follow ing figure g ives g uide lines for pos itioning s o tha t s ta bility is not co mpromise d.

If a crane operator or lift supervisor find themselves needing to set up within the

Danger Areas further engineering consideration must be given to the problem before moving the

crane into these a rea s.

If you are in a Danger Area do not lift without an engineering assessment being made by aco mpetent engineer. These areas app ly to craw ler cranes, lorry mount ed telescop ic cranes or any

other heavy plant.


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SELECTING AND SAFE USE OFLIFTING ACCESSORIESALWAYS

P la n the lift, esta blish the we ight o f the loa d a nd prepa re the landing a rea ensuringthat it will take the weight.

Chec k slings a nd equipment a re free of da ma ge, use slings /slinging method suitab le

for the load and protect slings from sharp edges and corners.

Attac h the slings sec urely to the loa d and applia nce and position hook to

fac e outwards.

Keep fingers and toes etc clear when tensioning slings and when la nding loa ds .

Ensure the loa d to be lifted is free.

Ma ke a tria l lift a nd tria l low er.

NEVER Use da maged slings or ac cess ories.

Tw ist or knot a sling.

Hammer slings into pos ition.

Overloa d slings due to the we ight of the loa d or mod e of use.

Tra p slings when la nding the loa d.

Dra g slings over floors etc, or a ttempt to pull tra pped s lings from under loa ds .

Allow persona l to ride on loa ds .

SLING CONFIGURATION AND RATING

Slings are available in single, two, three and four leg or endless form. In practice it will be found thatcha in, w ire rope a nd fibre rope slings a re a vaila ble in a ny of these co nfigurations but the fla t w oven

sling is limited to single leg and endless, whilst the roundsling is supplied in endless form.

The ma ximum loa d tha t the s ling m a y lift in use is g overned by the s ling ing a rra nge ment (mod e o f use)

and may vary from the marked SWL. In the case of textile slings the SWL for the various modes of

use is us ua lly given on the informa tion lab el. In other ca se s it will be nec es sa ry to multiply the ma rked

S WL by a mod e fa ct or. The follow ing three simple rules w ill ens ure tha t the s ling is not o verloa de d.

In s ome ca se s this w ill mea n tha t the s ling is und er utilized a lthoug h this is unlikely to hinder the us er

unduly. Where the maximum utilization is required reference should be made to a competent person

who understands the factors involved and who can perform the necessary calculations.

1. For a st raight lift never exc eed the ma rked S WL a nd in ca se s o f multi-leg s lings the s pec ified a ngleor range of angles.

2. When using slings in a choke hitch, multiply the maximum SWL by 0.8 to obtain the reduced

maximum SWL the sling may lift.

3. With multi leg slings when using less than the full number of legs, reduce the maximum load in

proportion to the numbe r of leg s in use . S imply multiply the marked S WL by the numbe r of leg s in

use expressed as a fraction of the total, thus

1 leg of a two leg sling in used = 1/2 ma rked S WL

3 legs of a four leg sling being use d = 3/4 ma rked SWL a nd so on.


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SELECTING AND SAFE USE OFLIFTING ACCESSORIESOPERATIVE TRAINING

Tra ined o peratives w ho understa nd the method s o f ra ting a nd a pplica tion of mod e fac tors shouldonly use slings.

SAFE USE OF SLINGS

Good slinging practice must ensure that the load is a safe and secure in the air as it was on the

ground, a nd tha t no ha rm is do ne to the loa d, lifting e q uipment, other property or perso ns.

Establish the weight of the load and ensure the lifting method is suitable and inspect the sling and

a ttac hments for obvious d efects . P repa re the la nding a rea ma king s ure the floor is s trong enough to

take the load, follow any specific instructions from the supplier.

Ensure the lifting point is over the centre of gravity of the load, any loose part of the load should be

removed or sec ured.

S ec ure the s ling firmly to the loa d b y hoo ks onto lifting points or sha ckles etc . The s ling m ust no t be

twisted, knotted or kinked in any way. Use packing to prevent damage to the sling from corners or

edg es a nd to protect the loa d.

A GENERAL PURPOSE SLINGING PRACTICE

Do not exceed the SWL or ra ted a ngle, a ny choke ang le must not excee d 120 a nd a ny ba sket ang le

must not exc eed 90.

Do not force, hammer or wedge slings or accessories into position, they just fit freely.

When attaching more than one sling to a hook of an appliance use a shackle to join the slings anda void o vercrowd ing o f the hook.

Use an established code of signals to instruct the crane operator, ensure that the load is free to be

lifted and not for example bolted down. Check that there are no overhead obstacles such as power

lines. Where appropriate use a tag line to control the load. Except where special provision is made,

do not allow anyone to [pass under or ride on the load, the area should always be kept clear.

Keep fingers and toes etc clear ensuring they do not become trapped when lifting or lowering or

controlling loads.

Make a tria l lift and set do wn, e nsuring the sling will not b ec ome trapp ed. Use suppo rts, w hich a re

strong enough to sustain the load.

Never drag slings over floors etc, or attempt to drag a load. Place the hooks of free legs onto the

master link and take care to ensure that empty hooks do not become

ac cidentally engag ed.

Never use slings, which may become in contact with chemicals or hat without the manufacturers

approval. Never use damaged or contaminated slings.

On completion of the lift return all equipment to proper storage.

This informa tion is o f a g eneral nature and sho uld a lways be rea d in conjunction w ith ma nufacturers instructions.


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SELECTING AND SAFE USE OFLIFTING ACCESSORIESLIFTING ACCESSORIES

The follow ing pa ges co ntain examples of tes t ce rtifica tes for acc es so ries , in a dd ition to a n examp leof a 6 month thorough exa mination reports. Also included a re s imple formula s to e nab le a n a ppointed

person to calculate the correct minimum SWL for various types of lifting accessories in general use,

which, together with various charts will form a useful reference for an appointed person.

CHAIN SLINGS

WIRE ROPE SLINGS

POLYESTER SLINGS

D AND BOW SHACKLES

LIFTING BEAMS


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SELECTING AND SAFE USE OFLIFTING ACCESSORIESSLING ANGLES

When lifting with multi-legs slings, they are rated at a certain tonnage from 0O to 90O and this SWLsho uld NOT be e xce ed ed e ven if the ang le is less tha n 90O. When using single slings in pairs

how ever, you must a lw a ys b e a wa re of the increas ed loa dings in the s lings whe n lifting a t a n a ngle.

0.5 TONNEea ch S ling







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SELECTING AND SAFE USE OFLIFTING ACCESSORIESSAFE WORKING LOADS - (SINGLE ACCESSORIES)

S ingle cha in slings , w ire ropes a nd s ha ckles have a ll bee n given a S .W.L. for use in avertical application.

When using single accessories inclined to each other, the maximum included angle of 90 degrees

(alpha angle) or 45 degrees beta angle should not be exceeded.

To a llow for the increa sing leg te nsion (stres s /force) w e a s use rs a re req uired to o bta in a

revised S .W.L.

For inc lined lifting us ing s ing le items , (gea r/ta ckle) - the follow ing uniform loa d method should

be used.

The S .W.L. for 2 vertica lly rated a cc ess ories to b e us ed for inclined loa ding ca n be ca lcula ted by

using the follow ing simple fo rmula .

The factor of 1.4 x the S.W.L. of 1 accessory will give the total load that may be lifted by the 2accessories together, as a pair.

EG: 2 No 5 tonne S.W.L. Wire rope slings used at a 90Oincluded angle have a combinedlifting capacity of :-

1.4 x 5 = 7 TONNES

The S .W.L. of 3 or more vertica lly rated single ac ce s so ries to b e use d a t inclined loa dings , w ill be

ca lculated using the s ame method a s ab ove except for using a factor of 2.1.

EG: 4 No 5 S.W.L. Tonne shackles used at a 90Oincluded angle have a combined

lifting capacity of :- 2.1 x 5 = 10.5 Tonnes

The factor of 2.1 x the S.W.L. of 1 accessory will give the total load that may be lifted by the 3or 4 accessories together, AS A SET.


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SELECTING AND SAFE USE OFLIFTING ACCESSORIESDETERMINING THE SWL OF VERTICALLY RATED SINGLE ACCESSORIES,

WHERE THE WEIGHT OF THE LOAD IS KNOWN FOR INCLINED LOADINGS :- (INCLINEDALPHA AND BETA ANGLE)

Us ing the follow ing st ra ightfo rwa rd c a lculations it is ea s y to d etermine the MINIMUM c orrec t S .W.L.

of the ac ces sories.

2 Point lift using S INGLE a cces sories . 71% of loa d w eight w ill g ive the MINIMUM S .W.L.

of each a cces sory.

EG: Load weight 10 tonnes therefore :- 71% of load =

71% of 10 Tonnes = 7.1 TONNES

To lift a 10 Tonne load on 2 single accessories, the S.W.L. of each accessory

must not be less than 7.1 TONNES3 and 4 point lifting using single accessories.

50% of loa d w eight w ill give the minimum S .W.L. of eac h a cc es s ory

EG: Load weight 20 Tonnes therefore :- 50% of load =

50% of 20 Tonnes = 10 TONNES

To lift a 20 Tonne loa d o n 3 or 4 single a c ce ss ories the S .W.L. of eac h a cc es so ry must no t be less

tha n 10 Tonne s .


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SELECTING AND SAFE USE OFLIFTING ACCESSORIESWORKING LOAD LIMITS

The Working Load Limits (WLL) listed in the ta bles b elow a re the ma ximum w eights w hich slings are d esigned to s usta in in gene rallifting service, according to the standard uniform load method of rating. In exceptionally hazardous conditions, or in any other

circumstances which might indicate a need for a WLL lower than the designed figure, the degree of hazard should be assessed by

a co mpetent pe rson a nd the w orking loa d limit a djusted ac co rdingly. The WLL, w hich s hould be ma rked o n the sling itself or on a

securely fixed meta l tag, must no t be exceeded in a ny circumstanc es.

ALL C APACITIES ARE IN TONNES .
http://prevpage/http://prevpage/


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CALCULATION OF THE LOADEXAMPLE OF HOW TO CALCULATE THE PERCENTAGE OF CAPACITY USEDNote: The reduction for fly do es no t app ly to a ll Cra nes - plea se c ons ult Sp ec Bo ok to confirm.

TYPICAL EXAMPLE

CRANE CAPACITY DETAILS

Ma ximum Ra dius 24.0 metres

Weight of Load 20.0 tonne s

S lings /S ha ckles 0.6 tonne s

Lifting B ea m 0.5 tonne s

Loa d Red uction for Fly 0.4 tonne s

Hoc k B loc k 1.8 tonne s

Tota l Loa d 23.3 tonnes

Ca pa city 25.5 tonnes % of Capacity used 91.3

TYPICAL EXAMPLE

CRANE CAPACITY DETAILS FOR MAN BASKET

Man Ba sket 0.5 tonnes

P erso nnel - 2 No. 0.3 tonne s

S lings /S ha ckles 0.2 tonne s Lifting B ea m 0.5 tonne s

Loa d Red uction for Fly 1.3 tonne s

Hoc k B loc k 2.8 tonne s

Tota l Loa d 2.8 tonnes

100% Co ntinge ncy 2.8 tonne s

Revised Loa d 5.6 tonnes

Ca pa city 6.0 tonnes

% of Capacity used 93.3


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CALCULATION OF THE LOADESTIMATED WEIGHTS OF VARIOUS LOADS

MATERIAL TYPE WEIGHT in kg/m3

Oil 800

Mag nes ium 1750

Co ncrete 2440

B ric kwo rk 2000

Wa ter 1000

S teel 7700

Ca st Iron 7200

Aluminium 2700

Ea rth 1600

P a per 1120

Co ppe r 8800

Lea d 11200

S oft Woo d 600

Ha rd Woo d 800

G reenhe a rt 1200

1000kgs = 1 Tonne 2240lbs = 1 Ton

NOTE: The figures a bove represent a n a vera ge we ight w hich have bee n rounded for eas e o f use.

Figures may possibly change due to water content and composition.


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LIFTING PERSONNELMAN BASKET

Carriers should not be used in the following conditions:

Winds exc eeding 7m/s (15.6mph);

Electrica l sto rms;

Snow or ice ;

Fo g ;

S leet; or

Other we a ther co nditions that co uld a ffect the sa fety of personnel.

Unintentiona l rota tion o f the c a rrier sho uld b e prevented (e.g . by using g uide rope s or a ncho ring). The

means of preventing unintentional rotation should not inhibit any emergency procedures and should

not otherwise interfere with safe operation of the carrier.

Carriers should not be occupied while the crane is travelling.

Lifts should not be made on any other hoist lines of the crane while any person occupies a carrier

attached to the crane.

The c ra ne, loa d lifting a ttac hments a nd c a rrier should be inspe cted every da y during us e.

CAPACITY

The c ra ne s elec ted to lift the ca rrier should have a ra ted ca pa city on the fixed loa d lifting a ttac hment

of a t lea st tw ice the minimum ra ted ca pa city of the crane c onfiguration in use.


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CRANES WORKING NEAR AERODROMESA GUIDE TO SAFE OPERATION OF CRANES IN THE VICINITY OF AERODROMES

Avia tion la w, in pa rticular The Air Naviga tion Orde r, ma kes it a n offence to ac t

recklessly or negligently in a manner likely to endanger aircraft. BS 7121 Safe Use

of Cranes pla ces a duty on a ll operato rs o f cranes a nd other lifting eq uipment tomcomply with procedures when intending to work in the vicinity of aerodromes.

The Appo inted Pe rson sho uld co ns ult the Aerodrome Mana ge r for permiss ion to

work if a crane is to be used within 6Kms of the Aerodrome measured from its

perimeter, and if its height exceeds 10m above ground level or that of the

surrounding structures, trees etc.

The term Aerodrome includes Airports , Airfields and Heliports where a irc ra ft a nd

helico pters la nd a nd ta ke o ff. The una uthorise d operation of c ra nes a nd o ther high

lifting equipment in the vicinity of such places could present a serious hazard to

aircraft and helicopters either as a physical obstruction or by interfering with

electronic prec ision g uida nce eq uipment.

The risk to pilots a nd aircrew who are unaw a re of suc h eq uipment whe n flying could

result in an aircraft or helicopter colliding with such equipment resulting in an accident.

The developer or crane opera tor should a pproa ch the Aerod rome co ncerned a t lea st

one mo nth in a dva nce of req uiring the use a crane or other ta ll co nstruction

equipment to find out if there are any limitations and regulatory procedures that must

be a greed upon before w ork commences.

At lea st three da ys prior to delivery of the crane the operato r must report to the

Aerodrome with precise details of the crane or lifting equipment to be used on site

a nd a pplies for the pe rmit to se t up a nd us e the spe cified eq uipment. Informa tion

must b e provide d o n the type o f crane tha t is to be us ed Tow er or Mobile, the length

and radius of operation of the boom, the area of operation along with

intended times a nd d ates of operations, a pplica nts name and conta ct d etails for the

crane when operating.

The pe rmit w ill s et out the criteria a nd a ny sp ec ific res trictions . A c opy o f the permit

must remain with the crane operator for the duration of the lifting operation and must

be produced if requested by an Aerodrome, CAA official or a Police Officer.

Once these deta ils have been considered it will be determined as to whether the

operation can proceed, any of the following conditions may be imposed.

The fitting of red ob s ta c le light s normally they will be ste a dy red lights o f either 200or 2000 ca ndelas depe nding on height a nd visible througho ut 360 deg rees .

Res trictions on crane operating times.

Crane operations dependa nt on the runways in use.

Res trictions on crane operating height.

Res tric tions during period s of poo r visibility, this may req uire the bo om to be low ered

or pos itioned in a pa rticular direc tion.


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CRANE WORKING IN THE VICINITYOF OVERHEAD POWER LINESELECTRIC LINES - GUIDANCE NOTES

WARNING:All overhea d lines a nd o ther elec trica l a ppa ra tus s hould be trea ted a s live unles s dec la reddead and safe by the line operator. If in doubt, seek advice from your operations manager.

If the c ra ne ma kes co ntac t w ith live elec tric line or c a ble, o bs erve the follow ing p reca utions : Ref: B S

7121 Sa fe Use o f Cra nes:-

Remains inside ca b.

Wa rn a ll other personnel to keep aw a y from the cra ne a nd not to touch any part of

the crane, rope or loa d.

Try, unaided , a nd without a nyone a pproa ching the ma chine, to move the crane until it

is clear of the power line or cable.

If the ma chine ca nnot be moved aw a y, rema in inside the ca b. If pos sible, ge t

someone to inform the electricity supply authority at once.

Ta ke no ac tion until it ha s b een c onfirmed tha t the co nditions a re s a fe.

If it ess entia l to lea ve the ca b beca use of fire or so me other rea so n, jump clear a s far

aw ay from the crane a s po ss ible. Do not touch the crane a nd the ground a t the

same time. Inform the res pons ible engineer of the wo rks or a uthority co ncerned of the situa tion

immediately, a nd until ass ista nce is rece ived s omeo ne s hould rema in nea r the crane

to warn of the danger.

HEALTH AND SAFETY AT WORK ETC. ACT 1974

S ECTION 7: It s ha ll be the d uty of every employee w hile a t w ork - to ta ke rea s ona ble ca re for the

health and safety of himself and of other persons who may be affected by his acts or omissions

at work.


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WIND SPEEDBEAUFORT SCALE - WIND VELOCITY TABLE

This cha rt is intended a s a genera l guide only - a ll conversion ca lcula tions a re rounded to the nea rest

w hole number. Acc ura te de ta ils rela ting to w orking c ond itions for individua l Cra nes m ust b e ob ta ined

by reference to Crane Specification Manuals or other bulletins issued by the Manufacturer of thecrane concerned. Please note-stricter wind speed tolerances apply to cranes of over 200 tonnes

lifting ca pa c ity.

Note: As a general guide most Cranes working on Main Boom operate to 9.8 m/s.For cranes working on Fly J ib and Luffing Fly J ib, this figure is greatly reduced.For further information contact the Technical Department.


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RECOGNISED CRANE HAND SIGNALS


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GUIDANCE NOTESP lea se ta ke note of the follow ing g uidelines w hich w ill ass ist in the a sse ss ment of suitable crana ge for various lifting a pplica tions.

It is important that all relevant load reductions are applied.

LOAD CHART REDUCTIONS

At a ll times the we ight of the hookbloc k a nd all other loa d handling ac ce ss ories isconsidered part of the load and suitable allowance for them should be made.

Where a crane has tw in hoist fa cility two hookbloc ks may be fitted. An a llow a nce for

the combined weight of the hookblocks should be made.

Where a crane ca rries a fly jib stow ed on the ma in bo om (underslung or side mounted)

the sa fe wo rking load s hould be reduced to a llow for the a dd itiona l weight. The relevant

loa d reduc tions a re included in the spe cifica tion guide . This is not the ca se how ever

with cranes ma nufa ctured by J ones , Ta da no a nd Kato, where the sa fe working loa d ha s

been calculated with the fly jib carried in the stowed position.

When using the ma in bo om with a ny form or fly jib insta lled a n a llow a nce for bo th

the fly jib and hookblock should be added to the weight of the load, please contact

your nea res t de pot for further guida nce.


A generic lifting height chart has be en including to a ss ist with the a ss esme nt of

boom required for the lifting operation (see next page).


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KING LIFTING LIMITEDHEAD OFFICE: King Roa d Avenue Avonmo uth B ris tol B S 11 9HFTel: 01179 821121 Fax: 01179 826244 Web: www.kinglifting.co.uk DEPOTS ACROSS THE UK


CRANE HIREKing Lifting operate a modernfleet of over 100 All Terrainand Tower and Crawler cranes

with capacities from 8 tonnesupwards.

All our machines are operated by CPCS

qual i f ied and competent personnel ,

ensuring our ability to tackle all types of

lifting, reg a rdles s of restricted a cc es ss or

stringe nt timeta ble.

I f your o rga in i s a t ion d oes no t hav e

expert ise in l i f t ing operat ions you

should consider a Contract Lift. Further

informa tion is g iven in C ont rac t Lifting .

Mod ern All Terra in/C ity C la s s fleet

8-500t capacities

Lift cons ulta ncy fac ilities

Full 3D CAD fac ilities

Roa d tra ffi c ma nag ement

S pread er bea ms, mats

a nd tra ckwa y

Mobile and s elf erec ting

tow er cra nes

Mini craw ler a nd compa ct cranes



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KING LIFTING LIMITEDHEAD OFFICE: King Roa d Avenue Avonmo uth B ris tol B S 11 9HFTel: 01179 821121 Fax: 01179 826244 Web: www.kinglifting.co.uk DEPOTS ACROSS THE UK


CONTRACTLIFTINGContract Lifting enables you to

reduce risk by contracting outthe planning and supervision ofthe lifting operation.

King Lifting provide a full Contract

Lifting service, which relieves you of

the responsibility of preparing a method

statement, risk assessment and managing

and supervising the lifting operation

ensur ing tha t the whole opera t ions

complies fully with BS7121.

When you request a Contract Lift, King

Lifting will provide you with a written

quotation covering all the planning,

management, craneage and our standard

insurance (details available on request).

We w ill then provide a metho d s ta tement,

liftplan (with full 3D CAD imaging

available), craneage and operators, lifting

equipment and an Appointed Person toassume responsibility for the mandatory

on-site req uirements.



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C

8 T


TADANO TS 75M/LDIMENSIONS

Outrigger fully extended are 4.4m wide

NOTES

Tota l ra ted loa ds s how n in the ta ble a re bas ed on the condition tha t the crane is set on firm

ground horizonta lly. Thos e a bove b old lines a re ba sed on the c ra ne strength a nd thos e be low

on its stability.

Tota l ra ted loa ds below the bold lines do not excee d 75% of tipping loa d.

Eac h tota l ra ted loa ds includes w eight of the hooks (65kg for 8 ton cap a city, 20kg for

1.3 ton c a pa city), a nd s lings .

50kg sha ll be subtra cted from the ra ted lifting loa ds of the ma in boo m, when single

top is a ttached to ma in boom head .

S ta nda rd number of pa rt lines for ea ch boom length is as show n below. Loa d per line

should not surpass 1,230kg for main winch and 1,300kg for auxiliary winch.

*This is the c as e in which the single top is mad e into use to gethe r with the main hoist reeving sys tem

For tota l ra ted loa d of so ngle top, reduc e loa d show n in the follow ing table from the

relevent total ra ted loa d. Tota l rated loa ds of s ingle top s hould no t exce ed 1,300kg.

B oo m leng th (m) 6,6m 11,5m 16,4m 21,3m S ing le top

No. of pa rt line s 7*/6 4 4 4 1

Vehicle w eight 9,560kg

Overall w idth 2,230*mm

Ta il sw ing rad ius 1,600 mm

*These d imensions a re shown a s a n examp le

when mounted on DAF carrier model FA1000.

Bo om Length 6,6m 11,5m 16,4m 21,3m

Reduc tions 0kg 30kg 40kg 50kg

Ca pac ity 8te 1,3te

Weigh t 65kg 20kg

HOOKBLOCK

LOAD REDUCTIONS


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C

8 T


TADANO TS 75M/LTOTAL RATED LOADS

DIN 15019.2 2-75%

WORKING AREA DIAGRAM

OUTRIGGERS FULLY EXTENDED

Front ja ck* exte nde d (360o) Front ja ck* not exte nde d

Front ja ck* not extend ed (Over sides a nd rea r)

(Over sides a nd rea r)

2,3m 8,000 8,000

2,5m 7,000 7,000

3,0m 6,100 4,900 5,200 4,900

3,5m 5,300 4,600 3,500 3,800 3,900 3,500

4,0m 4,350 4,300 3,200 2,700 2,800 2,800

4,5m 3,600 3,700 3,000 2,000 1,900 2,100 2,100 2,000

5,0m 3,000 3,100 2,800 2,000 1,500 1,600 1,600 1,700

5,5m 2,550 2,650 2,600 1,850 1,200 1,300 1,300 1,350

6,0m 2,250 2,350 2,400 1, 700 900 1,050 1,050 1,100

7,0m 1,800 1,850 1,450 750 750 800

8,0m 1,450 1,500 1,250 500 500 550

9,0m 1,200 1,250 1,100 350 350 400

10,0m 1,000 1,050 950 250 250 300

10,9m 850 850 850 150 150 200

12,0m 700 750

13,0m 600 650

14,0m 500 550

15,0m 400 450

15,8m 350 400

17,0m 350

18,0m 280

19,0m 230

20,0m 180

20,5m 150

6,6m 11,5m 16,4m 21,3m 6,6m 11,5m 16,4m 21,3mB A

Unit - Kg

A - Boom Length

B - W orking radius

*Optional


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KATO CR-250 (CITY CRANE)DIMENSIONS

HOOKBLOCK

Vehicle w eight 25,140kg Ca pac ity 22te 4te

Weight 200kg 60kg

R1= 8.30m (Minimum turning ra dius)

R2= 8.49m (Turning ra dius o f extreme ly outer tire)

R3= 9.25m (Cha ss is turning rad ius)

R4= 9.93m (Bo om end turning rad ius)

A = 4.85m (Width of ent ranc e)

B = 4.13m (Width o f whe el exit)

C = 4.89m (Width of cha ss is exit)

D = 5.56m (Width of exit a t end o f boo m)

R1= 5.00m (Minimum turning ra dius)

R2= 5.19m (Turning ra dius o f extreme ly outer tire)

R3= 5.95m (Cha ss is turning rad ius)

R4= 6.77m (Bo om end turning rad ius)

A0= 4.16m (Width o f entrance )

A1= 3.48m (Width o f whee l entra nce)

B = 3.44m (Width of w hee l exit)

C = 4.20m (Width of cha ss is exit)

D = 5.02m (Width of exit a t end o f boo m)


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KATO CR-250 (CITY CRANE)MAIN BOOM DUTIES

Outriggers fully extended (6.0m) Outriggers intermediately extended (4.5m) Outriggers completely retractedWorking 360 full range 360 full range (Blocked on vertical cylinders) 360 full rangeRadius 6,7m 11,0 15,2 21,6 28,0 6,7m 11,0 15,2 21,6 28,0 6,7m 11,0 15,2 21,6 28,0(m) Boom Boom Boom Boom Boom Boom Boom Boom Boom Boom Boom Boom Boom Boom Bom2,8 25,00 12,00 12,00 25,00 12,00 12,00 10,00 9,50 7,90

3,0 22,00 12,00 12,00 8,00 22,00 12,00 12,00 8,00 8,75 8,45 7,15 6,50

3,5 20,00 12,00 12,00 8,00 20,00 12,00 12,00 8,00 6,60 6,30 5,65 5,45

4,0 17,00 12,00 12,00 8,00 6,50 17,00 12,00 12,00 8,00 6,50 5,10 4,85 4,55 4,55 4,25

4,5 15,00 12,00 12,00 8,00 6,50 15,00 12,00 12,00 8,00 6,50 4,10 3,85 3,70 3,80 3,65

5,0 12,00 12,00 8,00 6,50 12,00 12,00 8,00 6,50 3,10 3,00 3,20 3,15

5,5 12,00 12,00 8,00 6,50 9,80 9,70 8,00 6,50 2,50 2,40 2,70 2,70

6,0 12,00 11,50 8,00 6,50 8,20 8,10 8,00 6,50 2,05 1,95 2,30 2,35

6,5 11,30 10,60 8,00 6,50 7,00 6,85 7,25 6,50 1,60 1,55 1,95 2,00

7,0 10,15 9,90 7,85 6,50 6,00 5,95 6,55 6,50 1,25 1,20 1,65 1,75

8,0 7,90 7,80 7,10 5,90 4,60 4,50 5,10 5,40 0,70 0,60 1,15 1,30

9,0 6,20 6,10 6,35 5,35 3,60 3,45 4,05 4,40

10,0 4,90 5,45 4,80 2,65 3,30 3,60

11,0 4,00 4,60 4,30 2,05 2,65 3,0012,0 3,25 3,85 3,85 1,55 2,15 2,50

13,0 3,65 3,30 3,50 1,15 1,75 2,10

14,0 2,80 3,10 1,40 1,75

15,0 2,35 2,70 1,15 1,45

16,0 2,00 2,35 0,90 1,20

17,0 1,70 2,00 0,70 0,95

18,0 1,45 1,75 0,50 0,80

19,0 1,20 1,50 0,35 0,60

20,0 (19,7m ) 1,05 1,30 0,45

21,0 1,15 0,35

22,0 0,95

23,0 0,80

24,0 0,70

25,0 0,60

26,0 0,50

Sta ndard for 25 ton for 22 ton for 25 ton for 22 ton for 25 ton for 22 tonHook (op tiona l) (op tiona l) (optiona l)

Hook Mass 200kg 200kg 200kg 200kg 200kg 200kg

Parts of Line 7 4 7 4 7 4

Critica l 35 20 51 62 69Boom Angle


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KATO CR-250 (CITY CRANE)FLY J IB DUTIES

28.0m Boom + 5.4m Jib

(Standard hook for 4.0 ton - Hook mass 60kg)Outriggers fully extended (6.0m) 360 full range

Offset 5 Offset 25 Offset 45

Boom Working Load Working Load Working LoadAng le ( ) Rad ius (m) (t) Rad ius (m) (t) Rad ius (m) (t)

81,0 5,2 3,00 7,0 2,50 8,3 1,55

77,7 7,2 3,00 8,9 2,50 10,0 1,55

75,0 8,9 3,00 10,4 2,30 11,4 1,50

73,0 10,0 3,00 11,5 2,14 12,4 1,46

70,0 11,7 2,60 13,1 1,94 13,9 1,42

65,0 14,3 2,15 15,7 1,69 16,3 1,35

60,0 16,8 1,83 18,1 1,49 18,7 1,30

55,0 19,2 1,55 20,3 1,35 20,8 1,25

54,0 19,6 1,45 20,7 1,32 21,2 1,2252,0 20,4 1,29 21,5 1,19 22,0 1,18

50,0 21,2 1,14 22,3 1,05 22,7 1,08

48,0 22,0 1,01 23,0 0,94 23,3 0,99

45,0 23,2 0,82 24,1 0,77

40,0 25,0 0,58 25,8 0,54

35,0 26,6 0,40 27,2 0,38

Critical 33 33 46

Boom Angle

28.0m Boom + 5.4m J ib

(Standard hook for 4.0 ton - Hook mass 60kg)Outriggers intermediately extended (4.5m) 360 full range


Working Load Working Load Working Load

Radius (m) (t) Rad ius (m) (t) Rad ius (m) (t)

81,0 5,2 3,00 7,0 2,50 8,3 1,55

77,7 7,2 3,00 8,9 2,50 10,0 1,55

75,0 8,9 3,00 10,4 2,30 11,4 1,50

73,0 10,0 3,00 11,5 2,14 12,4 1,46

70,0 11,7 2,60 13,1 1,94 13,9 1,42

69,0 12,2 2,50 13,6 1,88 14,4 1,40

67,0 13,2 2,14 14,7 1,77 15,3 1,37

64,0 14,7 1,63 16,0 1,46 16,8 1,33

60,0 16,6 1,14 17,9 1,02 18,5 1,00

55,0 18,9 0,70 19,9 0,67 20,7 0,60

50,0 21,0 0,39 21,9 0,37

48 48 53

BoomAngle

( )

CriticalBoomAngle

28.0m Boom + 8.2m J ib(Standard hook for 4.0 ton - Hook mass 60kg)

Outriggers fully extended (6.0m) 360 full range


Boom Working Load Working Load Working LoadAng le ( ) Rad ius (m) (t) Rad ius (m) (t) Rad ius (m) (t)

81,0 6,0 2,00 8,7 1,20 10,5 0,80

77,7 8,7 2,00 11,1 1,20 12,7 0,80

75,0 10,0 2,00 12,2 1,20 13,7 0,78

72,0 11,9 1,81 14,0 1,20 15,3 0,75

70,0 13,0 1,71 15,1 1,18 16,4 0,74

65,0 15,9 1,49 17,8 1,12 18,9 0,72

60,0 18,6 1,33 20,3 1,05 21,3 0,69

55,0 21,2 1,20 22,7 0,98 23,5 0,6753,0 22,1 1,14 23,6 0,95 24,3 0,66

50,0 23,5 0,96 24,9 0,77 25,4 0,65

47,0 24,7 0,80 26,1 0,63 26,5 0,64

45,0 25,6 0,69 26,8 0,56

40,0 27,5 0,49 28,5 0,39

35,0 29,1 0,33

Critica l 33 38 45

Boom Angle

28.0m Boom + 8.2m J ib(Standard hook for 4.0 ton - Hook mass 60kg)

Outriggers intermediately extended (4.5m) 360 full range


Working Load Working Load Working Load

Rad ius (m) (t) Rad ius (m) (t) Rad ius (m) (t)

81,0 6,0 2, 00 8,7 1,20 10,5 0,80

77,7 8,7 2,00 11,1 1,20 12,7 0,80

75,0 10,0 2,00 12,2 1,20 13,7 0,78

72,0 11,9 1,81 14,0 1,20 15,3 0,75

70,0 13,0 1,71 15,1 1,18 16,4 0,74

65,0 15,9 1,49 17,8 1,12 18,9 0,72

63,0 16,9 1,26 18,8 1,09 19,8 0,70

60,0 18,4 0,98 20,2 0,87 21,3 0,69

58,0 19,4 0,81 21,2 0,72 22,2 0,68

55,0 20,8 0,60 22,5 0,54 23,3 0,53

50,0 23,1 0,31

48 53 53

BoomAngle

( )

CriticalBoomAngle

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KATO CR-250 (CITY CRANE)FREE ON WHEELS DUTIES

PICK AND CARRY DUTIES

Stationary on rubber (without outriggers)

6.7m Boom 11.0m Boom 15.2m BoomWorking Over 360 Full Over 360 Full Over 360 FullRa dius (m) Front Ra nge Front Ra nge Front Ra nge

3,0 6,00 5,50 5,20

3,5 8,50 4,50 8,50 4,10 8,00 3,80

4,0 8,50 3,30 8,50 3,20 8,00 3,00

4,5 7,50 2,55 7,20 2,55 6,50 2,40

5,0 6,10 2,00 5,40 1,90

5,5 5,10 1,55 4,55 1,50

6,0 4,25 1,20 3,85 1,15

6,5 3,55 0,90 3,30 0,85

7,0 3,00 0,65 2,80

8,0 215 2,05

9,0 1,55 1,5010,0 1,00

11,0 0,60

Standard Hook for 22 ton

Hook Mas s 200kg

P arts of Line 6 4

Critica l Bo om 30 33 57Angle

Pick & Carry (less than 2km/h) (without outriggers)

6.7m Boom 11.0m Boom 15.2m Boom

Working Over 360 Full Over 360 Full Over 360 FullRa dius (m) Front R a nge Front R a nge Front R a nge

3,0 4,80 4,40 4,00

3,5 6,80 3,60 6,40 3,30 5,90 3,00

4,0 6,80 2,65 6,40 2,55 5,90 2,40

4,5 6,00 2,05 5,50 2,05 5,00 1,90

5,0 4,75 1,50 4,30 1,40

5,5 4,10 1,05 3,65 1,00

6,0 3,40 0,65 3,10 0,60

6,5 2,85 2,65

7,0 2,40 2,258,0 1,65 1,60

9,0 1,00 1,00

10,0 0,50

11,0

Sta ndard Hook for 22 ton

Hook Mass 200kg

P a rts of Line 6 4

Critical Bo om 42 35 60Angle


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TEREX/DEMAG AC30 (CITY CRANE)DIMENSIONS

HOOKBLOCK

LOAD REDUCTIONS

Vehicle we ight 22,540kg

() with independent rear axle steering

Bo om Length 7,5m 11,9m 16,3m 20,7m 25,0m

(Cityc rane ) Red uctions 400kg 270kg 190kg 150kg 120kg

Ca pa city 25,3te 10te 3,3te

Weight 220kg 100kg 80kg


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TEREX/DEMAG AC30 (CITY CRANE)LIFTING CAPACITIES MAIN BOOM DUTIES

Radius (m)

5,95m x 5,90m 360 Main Boom

7,5(ton)

11,9(ton)

16,3(ton)

20,7(ton)

25,0(ton)

2,7 30,0

3,0 24,7 16,0 16,0

3,5 22,3 16,0 16,0 13,0

4,0 20,3 16,0 16,0 13,0

4,5 18,3 16,0 16,0 13,0

5,0 16,0 15,8 13,0 9,0

6,0 13,6 13,6 12,2 9,0

7,0 10,5 10,7 10,0 8,8

8,0 8,2 8,4 8,4 7,8

9,0 6,7 6,8 6,9 6,7

10,0 5,7 5,8 5,8

12,0 4,1 4,2 4,2 14,0 3,2 3,2

16,0 2,5 2,5

18,0 2,0

20,0 1,6

22,0 1,3

Capacities

Charges 2) 13,0 5,0 2,8 1,5 0,8

Radius (m)


7,5(ton)

11,9(ton)

16,3(ton)

3,0 10,2 10,6 8,9

3,5 7,8 8,1 7,5

4,0 6,2 6,5 6,5

4,5 5,1 5,3 5,5

5,0 4,5 4,6

6,0 3,3 3,4

7,0 2,6 2,6

8,0 2,0 2,1

9,0 1,6 1,7

10,0 1,4

12,0 0,9

Capacities Charges 2) 4,0 1,0

* only stationary

1) type of tyres 14.00

2) with horizontal boom

Radius (m)

Free on wheels 0 180

7,5 1)(ton)

11,9 1)

(ton)16,3 1)

(ton)

3,0 10,0 10,2 10,2

3,5 8,8 9,1 9,3

4,0 8,0 8,3 8,4

4,5 7,3 7,5 7,6

5,0 6,9 7,0

6,0 5,7 5,8

7,0 4,4 4,5 8,0 3,5 3,6

9,0 2,9 2,9

10,0 2,5

12,0 1,8

Capacities Charges 2) 6,5 2,5 1,0

Radius (m)

Free on wheels 360

7,5 1)(ton)

11,9 1)

(ton)16,3 1)

(ton)

3,0

3,5 6,0 6,3 6,5

4,0 5,1 5,5 5,5

4,5 4,4 4,8 4,9

5,0 4,1 4,2

6,0 3,0 3,1

7,0 2,3 2,4

8,0 1,8 1,9

9,0 1,5 1,5

10,0 1,2

12,0 0,8

Capacities Charges 2) 3,5 1,0

Radius (m)


7,5(ton)

11,9(ton)

16,3(ton)

20,7(ton)

25,0(ton)

3,0 21,8 16,0 16,0

3,5 19,4 16,0 16,0 13,0 4,0 14,9 15,3 13,5 12,0

4,5 11,6 12,0 11,6 10,4

5,0 9,8 10,0 9,2 8,3

6,0 7,0 7,2 7,3 6,7

7,0 5,4 5,5 5,6 5,5

8,0 4,3 4,4 4,5 4,5

9,0 3,5 3,6 3,7 3,7

10,0 3,0 3,1 3,1

12,0 2,1 2,2 2,2

14,0 1,6 1,7

16,0 1,2 1,3

18,0 1,0

20,0 0,7

22,0 0,5 24,0

Capacities

Charges 2) 9,0 2,5 1,2 0,5


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TEREX/DEMAG AC30 (CITY CRANE)LIFTING CAPACITIES FLY J IB DUTIES

20,7

Radius (m)

5,95m x 5,90m 360

5,0 5,66,0 5,67,0 5,3 2,2

8,0 5,0 2,2 9,0 4,7 3,7 2,2 10,0 4,4 3,6 2,1 11,0 4,2 3,5 2,1 12,0 4,0 3,4 2.0

13,0 3,8 3,3 1,9 1,7 14,0 3,3 3,2 1,9 1,6 15,0 2,9 3,1 1,8 1,6

16,0 2,6 2,8 1,7 1,5 17,0 2,3 2,5 1,6 1,5 18,0 2,1 2,2 1,6 1,4 19,0 1,8 2,0 1,5 1,4 20,0 1,6 1,7 1,4 1,4 21,0 1,4 1,5 1,4 1,3 22,0 1,3 1,3 1,3 23,0 1,1 1,3 1,3 24,0 1,0 1,1 1,3 25,0 0,9 1,0 1,2 26,0 0,9 1,1 27,0 0,8 0,9 28,0 0,7 29,0 0,6 30,0 0,6

0 30

7,1m

0 30

13,0m

25,0

Radius (m)

5,95m x 5,90m 360

7,0 4,58,0 4,4 2,0

9,0 4,2 2,0 10,0 4,0 3,4 2,0 11,0 3,9 3,3 2,0 12,0 3,7 3,2 1,9

13,0 3,5 3,1 1,914,0 3,2 3,0 1,8 1,5

15,0 2,9 2,9 1,8 1,5 16,0 2,5 2,8 1,7 1,5 17,0 2,2 2,5 1,7 1,4

18,0 2,0 2,2 1,6 1,4 19,0 1,8 1,9 1,6 1,4 20,0 1,6 1,7 1,5 1,3 21,0 1,4 1,5 1,5 1,3 22,0 1,2 1,3 1,3 1,3 23,0 1,1 1,2 1,2 1,3 24,0 0,9 1,0 1,0 1,2 25,0 0,8 0,9 0,9 1,1 26,0 0,7 0,8 1,0 27,0 0,6 0,7 0,9 28,0 0,5 0,6 0,8 29,0 0,5 0,7 30,0 0,6

0 30

7,1m

0 30

13,0m

20,7

Radius (m)

5,95m x 4,0m 360

5,0 5,66,0 5,67,0 5,3 2,2

8,0 4,6 2,2 9,0 3,8 3,7 2,2 10,0 3,2 3,5 2,1 11,0 2,7 3,0 2,1 12,0 2,3 2,6 2.0

13,0 2,0 2,2 1,9 1,7 14,0 1,7 1,9 1,8 1,6 15,0 1,5 1,7 1,6 1,6

16,0 1,3 1,4 1,4 1,5 17,0 1,1 1,2 1,2 1,5 18,0 1,0 1,1 1,1 1,3 19,0 0,8 0,9 0,9 1,2 20,0 0,7 0,8 0,8 1,0 21,0 0,6 0,7 0,7 0,9 22,0 0,5 0,6 0,8 23,0 0,5 0,7 24,0 0,6 25,0

26,027,028,029,030,0

0 30

7,1m

0 30

13,0m

25,0

Radius (m)

5,95m x 4,0m 360

7,0 4,58,0 4,2 2,0

9,0 3,6 2,0 10,0 3,1 3,4 2,0 11,0 2,6 3,0 2,0 12,0 2,2 2,5 1,9

13,0 1,9 2,2 1,914,0 1,6 1,9 1,7 1,5

15,0 1,4 1,6 1,5 1,5 16,0 1,2 1,4 1,3 1,5 17,0 1,1 1,2 1,1 1,4

18,0 0,9 1,1 1,0 1,3 19,0 0,8 0,9 0,8 1,1 20,0 0,6 0,8 0,7 1,0 21,0 0,5 0,7 0,6 0,9 22,0 0,5 0,5 0,8 23,0 0,7 24,0 0,6 25,0

26,027,028,029,030,0

0 30

7,1m

0 30

13,0m

30 Tonne Crane


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TEREX/DEMAG AC40-2LDIMENSIONS

()w

ith

independentrearaxlesteeri

ng

HOOKBLOCK

Vehicle we ight 28,520kg Ca pa city 35te 25te 15te 5te

Weight 330kg 215kg 175kg 90kg


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TEREX/DEMAG AC40-2LMAIN BOOM DUTIES

9,5 9,5 13,0 16,5 19,8 23,5 26,8 30,5 34,1 37,4

2,6 40,00

3,0 35,00 32,00 31,20 25,95 18,95

3,5 30,15 27,45 27,45 23,70 18,35 18,40

4,0 27,75 24,90 24,90 22,00 18,60 17,55

4,5 25,00 22,60 22,60 20,45 17,95 16, 25 14, 45

5,0 22,30 20,60 20,60 19,05 16,75 15, 15 13, 85

6,0 17,80 17,00 17,00 17,00 14,70 13,30 12,20 10,00

7,0 14,45 14,45 14,50 14,50 12,75 11,80 10, 90 9,65 7,45

8,0 11,50 11,50 11,50 10,20 9,75 8,80 7,45 5,55

9,0 9,50 9,50 9,50 8,70 8,55 8,00 7,05 5,35

10,0 8,00 8,00 8,00 7,50 7,40 7,30 6,70 5,00 11,0 6,70 6,70 6,70 6,50 6,40 6,15 4,65

12,0 6,00 6,00 6,00 5,70 5,70 5,60 4,40

13,0 5,20 5,20 5,20 5,20 5,05 5,00 4,15

14,0 4,60 4,60 4,60 4,60 4,50 4,50 3,95

15,0 4,00 4,00 4,00 4,00 4,00 3,70

16,0 3,60 3,60 3,60 3,55 3,60 3,45

17,0 3,20 3,20 3,20 3,15 3,20 3,20

18,0 2,80 2,80 2,80 2,80 2,80

19,0 2,60 2,60 2,50 2,60 2,60

20,0 2,50 2,50 2,25 2,35 2,40

21,0 2,30 2,30 2,00 2,25 2,15

22,0 2,00 1,80 2,00 1,95

23,0 1,80 1,60 1,80 1,75

24,0 1,70 1,45 1,70 1,60

25,0 1,35 1,50 1,45

26,0 1,25 1,40 1,30

27,0 1,15 1,30 1,15

28,0 1,05 1,20 1,05

29,0 1,10 0,90

30,0 1,00 0,80

31,0 0,90 0,70

32,0 0,60

Radius

(m)

Outrigger width 6,2 x 5,95 - 360

Length of Main Boom from 9,5m to 37,4(1)


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TEREX/DEMAG AC40-2LMAIN BOOM DUTIES

M

ax.counterw

eight:5,5T

9,5 13,0 16,5 19,8 23,5 26,8 30,5 34,1 37,4 9,5 13,0 16,5 9,5 13,0

3,0 29,55 29,55 25,95 18,95 10,15 11,00 11,45 8,00 8,80

3,5 26,30 26,30 23,70 18,35 18,40 9,05 9.75 10,20 6,75 7,50

4,0 23,60 23,60 22,00 18,60 17,55 8,10 8,75 9,15 5,80 6,45

4,5 21,35 21,30 19,65 17,95 16,25 14,45 7,30 7,90 8,25 5,00 5,65

5,0 19,45 18,05 18,25 15,55 14,85 13,85 6,60 7,20 7,50 4,35 4,95

6,0 15,40 14,90 14,20 13,55 11,65 11,30 10,00 5,50 6,00 6,30 3,35 3,85

7,0 11,55 11,95 11,50 11,10 9,55 9,25 9,00 7,45 4,60 5,10 5,35 2,60 3,05

8,0 9,55 9,55 9,30 8,75 7,75 7,55 7,40 5,55 4,35 4,60 2,45

9,0 7,80 8,05 7,95 7,70 6,90 6,45 6,35 5,35 3,50 3,75 1,95

10,0 6,50 6,75 6,85 6,70 6,40 5,60 5,50 5,00 2,90 3,15 1,55

11,0 5,75 5,85 5,90 5,75 4,85 4,80 4,65 2,60

12,0 4,95 5,05 5,20 5,10 4,25 4,25 4,20 2,15

13,0 4,30 4,45 4,55 4,60 3,75 3,85 3,70 1,85

14,0 3,75 3,90 4,00 4,05 3,35 3,60 3,30 1,50

15,0 3,45 3,55 3,60 2,95 3,25 2,95

16,0 3,05 3,15 3,20 2,70 2,95 2,65

17,0 2,70 2,80 2,90 2,45 2,65 2,35

18,0 2,50 2,60 2,30 2,40 2,15

19,0 2,25 2,35 2,10 2,15 1,90

20,0 2,05 2,10 1,95 1,90 1,70

21,0 1,85 1,90 1,80 1,70 1,50

22,0 1,70 1,70 1,50 1,35

23,0 1,55 1,55 1,35 1,20

24,0 1,40 1,45 1,20 1,0525,0 1,30 1,10 0.90

26,0 1,20 0.95 0,80

27,0 1,05 0,85 0,65

28,0 0,95 0,75

29,0 0,65

Radius

(m)

Outrigger width 6,2 x 4,80 - 360

0From 9,5mm to 16,5m

360From 9,5mto13,0m

Length of main boom

Free on wheels


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TEREX/DEMAG AC40-2LFLY J IB DUTIES

34,10m Main Boom 37,50m Main Boom

8,0m 8,0m

0 20 40 0 20 40

9,0 3,20

10,0 3,00 2,80

11,0 2,90 1,90 2,70

12,0 2,70 1,80 2,70 1,80

13,0 2,60 1,75 1,40 2,60 1,75

14,0 2,45 1,70 1,35 2,50 1,70 1,35

15,0 2,35 1,65 1,35 2,35 1,65 1,35

16,0 2,25 1,60 1,30 2,25 1,60 1,30

17,0 2,15 1,55 1,30 2,15 1,60 1,30

18,0 2,10 1,55 1,25 2,05 1,55 1,25

19,0 2,00 1,50 1,25 1,95 1,50 1,25

20,0 1,95 1,45 1,25 1,85 1,50 1,25

21,0 1,85 1,45 1,25 1,85 1,50 1,25

22,0 1,80 1,40 1,20 1,75 1,40 1,20

23,0 1,75 1,40 1,20 1,65 1,40 1,20

24,0 1,70 1,35 1,20 1,60 1,40 1,20

25,0 1,60 1,35 1,20 1,50 1,35 1,20

26,0 1,45 1,30 1,20 1,45 1,30 1,20

27,0 1,30 1,30 1,20 1,30 1,30 1,20

28,0 1,15 1,25 1,20 1,20 1,25 1,20

29,0 1,05 1,15 1,20 1,05 1,20 1,15

30,0 0,95 1,05 1,10 0,95 1,05 1,15

31,0 0,85 0,95 0,95 0,85 0,95 1,00

32,0 0.75 0.85 0.85 0,75 0,85 0,90

33,0 0,65 0,75 0,75 0,70 0,75 0,80

34,0 0,60 0,65 0,65 0,60 0,70 0,70

35,0 0,50 0,55 0,55 0,55 0,60 0,60

36,0 0,50 0,55

37,0

Radius (m)Lifting capacities outriggers 6,20m x 5,95m


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TEREX/DEMAG AC40-1 (CITY CRANE)DIMENSIONS

()w

ith

independentrearaxlesteeri

ng

HOOKBLOCK

Vehicle we ight 33,320kg

LOAD REDUCTIONS

Bo om Length 7,8m 10,7m 13,6m 19,5m 25,3m 28,4m 31,2m

(Cityc rane ) Red uctions 420kg 310kg 250kg 180kg 130kg 120kg 110kg

Ca pa city 25,3te 10te 3,3te

Weight 220kg 100kg 80kg


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TEREX/DEMAG AC40-1 (CITY CRANE)LIFTING CAPACITIES - OUTRIGGERS IN MIN. POSITION

LIFTING CAPACITIES FLY J IB

360 Slew - 25.3m Main Boom +

Outriggers Fully Extended Outriggers PartiallyExtended (4.40m)

Radius 7.1m ext 13.0m ext 7.1m ext 13.0m ext(m) 0 30 0 30 0 30 0 308 6,5 6,59 6,2 6,210 5,9 4,2 3,6 5,9 4,2 3,6

12 5,4 4,0 3,3 4,7 4,0 3,314 4,9 3,8 3,0 3,6 3,8 3,016 4,5 3,7 2,8 2,2 2,8 3,1 2,8 2,218 4,0 3,5 2,6 2,1 2,3 2,5 2,4 2,120 3,3 3,4 2,4 2,0 1,8 2,0 1,9 2,022 2,8 2,9 2,3 1,9 1,5 1,6 1,6 1,924 2,3 2,4 2,1 1,9 1,2 1,3 1,3 1,626 1,9 2,0 1,8 0,9 1,0 1,328 1,6 1,7 1,8 0,7 0,8 1,030 1,5 1,6 0,6 0,832 1,2

34 1,0

360 Slew - 31.2m Main Boom +

Outriggers fully extended Outriggers Partially ExtendedRadius 7.1m ext 13.0m ext 7.1m ext 13.0m ext(m) 0 30 0 30 0 30 0 30

10 5,0 5,012 4,8 3,9 3,0 4,6 3,9 3,014 4,6 3,7 2,9 3,5 3,7 2,916 4,4 3,5 2,8 2,8 3,1 2,818 4,0 3,3 2,7 2,1 2,2 2,5 2,3 2,120 3,3 3,1 2,5 2,0 1,7 2,0 1,8 2,022 2,7 2,9 2,4 1,9 1,4 1,6 1,5 1,824 2,2 2,4 2,2 1,9 1,1 1,3 1,2 1,526 1,8 2,0 1,9 1,8 0,8 1,0 0,9 1,228 1,5 1,6 1,6 1,8 0,6 0,

Documents

King Lifting Crane Hire Specification Guide