SPREADER BEAMR60

WLL - 60t, Lmax = 12m

Manufacturer: Contractor:

1 . Related standards and technical condit ions

2. Related documents

3. Stat ic-resistance calculat ions

4. Technical data of the R60 spreader beam

5. Working load table

6. Force values

7. Requirements concerning operat ion of the device

8. Guidel ines for operat ing the spreader beam

9. Condit ions of operat ion and use

10. Health and safety at work regulat ions

11 . Operating and Maintenance Manual

12 . Maintenance inspections

13. Disposal

14. Cert ificates

Table of contents

1. Related standards and technical conditions

2. Related documents

1. PN-EN 13155+A2:2009

2. PN-EN 1990:2004

3. PN-EN 1991-1-1:2004

4. PN-EN 1993-1-1:2006

5. PN-EN 1993-1-8:2006

6. PN-EN 1090-1:2010

7. PN-EN 1090-2:2009

PL-1802-01 Comparison

Eurocode 1 : Act ions on structures. Part 1-1

General act ions. Densit ies, sel f-weight,

imposed loads for bui ldings.

Eurocode 3: Design of steel structures.

Part 1-1 : General ru les and rules for bui ldings.

Eurocode 3. Design of steel structures.

Part 1-8. Design of jo ints.

Execution of steel structures and aluminum structures.

Part 1 : Requirements for conformity assessment

of structural components.

Execution of steel structures and aluminum structures.

Part 2 : Technical requirements for the execution

of steel structures.

Cranes. Safety. Non-fixed load l i f t ing attachments.

Eurocode – Basic design ru les of structures.

3. Static-resistance calculations

Calculat ions made in accordance with the fol lowing standards:PN-EN 13155 + A2:2009, PN-EN 1993-1-1 and PN-EN 1993-1-8.Steel design strength:according to Table 3.1 of the PN-EN 1993-1-1 standard:

steel : S355JR:

Coe�cients in accordance with PN-EN 1993-1-1 and PN-EN 1993-1-8:

Dur ing the mechanical strength test without stat ic tests (based onPN-EN 13155+A2:2009 Appendix A sec. A .1 . 1 ) , the fol lowing load was taken into account:

Coe�cient 2 takes into account dynamic impacts generated dur ing l i f t ingand the stat ic test

O-1802 Calculations ‘ R60, spreader beam , WLL-60t, Lmax = 12m’ availableat the company headquarters: Andaron Sp. z o.o. ul . Katowicka 11,42-530 Dąbrowa Górnicza.

where: - load result ing from cross-bar weight

- load result ing from working load l imit

S

- part ial factors:

- correlat ion coe�cient:

ƒ = 355 MPa≤ 40mm

β =0,9

γ =1 ,0

t y

ƒ = 510 MPau

M0

γ =1 ,0M1

γ =1 ,25M1

W

DL

SDOR

X = S + 2 × SDOR

1211 ,511

10,5109,59

8,58

7,57

6,56

5,55

4,54

3,53

2,52

2xRK60/1; R60/2; R60/4; R60/3; R60/1 40 776,4 RK60/1

2xRK60/1; R60/2; R60/3; R60/4; R60/0,5 40 757,8 R60/1

2xRK60/1; R60/4; R60/3; R60/2 32 700,8 R60/2

2xRK60/1; R60/1; R60/3; R60/4; R60/0,5 40 720,5 R60/3

2xRK60/1; R60/4; R60/3; R60/1 32 663,5 R60/4

2xRK60/1; R60/3; R60/4; R60/0,5 32 644,9 R60/0,5

2xRK60/1; R60/4; R60/3

2xRK60/1; R60/2; R60/4; R60/0,5

2xRK60/1; R60/2; R60/4

2xRK60/1; R60/1; R60/4; R60/0,5

2xRK60/1; R60/1; R60/4

2xRK60/1; R60/4; R60/0,5

2xRK60/1; R60/4

2xRK60/1; R60/3;R60/0,5

2xRK60/1; R60/3

2xRK60/1; R60/2; R60/0,5

2xRK60/1; R60/2

2xRK60/1; R60/1; R60/0,5

2xRK60/1; R60/1

2xRK60/1; R60/0,5

2xRK60/1

40403240323224322432242416241624162416168

776,4757,8700,8720,5663,5644,9587,9607,7550,7570,4513,4494,8437,8457,5400,5420,3363,3383,0326,0307,4250,4

7PN-EN 13889

106159

72

8EN 13414-3

LZ

S.1S.2

S.3

8 x Screw M24 x 75 - 8.8 PN-EN ISO 4014

8 x Nut M24 - 8PN-EN ISO 4032

8 x Washer D25 - 8PN-EN ISO 7091

75

15

3

8

2

R60/1RK60/1

1000 2000 4000 3000 1000 1000

R60/2 4R60/4

EN 13414-3

PN-EN 13889

S.24

S.24S.2417 7

L

R60/3

8850

4. Technical data of the R60 spreader beam

Spreader beam – diagram (see f ig. PL-1802-01) :

Crane hook

WLL-55t Shackle

WLL-55t Shackle

Grommet ZG Sling

Grommet ZG Sling

Grommet closed loop sling

Round shackle – class 6 acc.to PN-EN 13889load-bearing capacity:55000 kgweight ? kg

S.24 joint

Avai lable spreader beam configurat ions (see fig. PL-1802-01) :

Screws: M24x75 - 8.8(pcs)

Beam weight (kg)Beam elementsLength of the spreader

beam (m)

L (m ) WLL (t ) LZ(min) (m ) WLLZ (t ) WLL (t ) LZ(min) (m ) WLLZ (t ) WLL (t ) LZ(min) (m ) WLLZ (t )

β = 30° β = 15° β = 45°

1211 ,511

10,5109,59

8,58

7,57

6,56

5,55

4,54

3,53

2,52

565658586060606565707075758080858585909090

1211 ,511

10,5109,59

8,58

7,57

6,56

5,55

4,54

3,53

2,52

323234343535353838404043434646494949525252

909090909090909090909090909090909090909090

23,222,221 ,320,319,318,417,416,415,514,513,512,611 ,610,69,78,77,76,85,84,83,9

474747474747474747474747474747474747474747

303032323434343637384041424344464849505050

8,58,17,87,47,16,76,46,05,75,34,94,64,23,93,53,22,82,52,11 ,81 ,4

212123232424242526272829303031333435353535

L (m ) F (Kn ) FX (Kn ) FL (Kn ) F (Kn ) FX (Kn ) FL (Kn ) F (Kn ) FX (Kn ) FL (Kn )

β = 30° β = 15° β = 45°

1211 ,511

10,5109,59

8,58

7,57

6,56

5,55

4,54

3,53

2,52

280,0280,0290,0290,0300,0300,0300,0325,0325,0350,0350,0375,0375,0400,0400,0425,0425,0425,0450,0450,0450,0

161 ,7161 ,7167,4167,4173,2173,2173,2187,6187,6202,1202,1216,5216,5230,9230,9245,4245,4245,4259,8259,8259,8

323,8323,8335,3335,3346,8346,8346,7375,6375,6404,5404,4433,3433,3462,1462,1491 ,0491 ,0491 ,0519,8519,8519,8

450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0450,0

120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6120,6

466,3466,2466,2466,2466,2466,2466,2466,2466,2466,1466,1466,1466,1466,1466,1466,1466,1466,1466,0466,0466,0

150,0150,0160,0160,0170,0170,0170,0180,0185,0190,0200,0205,0210,0215,0220,0230,0240,0245,0250,0250,0250,0

150,0150,0160,0160,0170,0170,0170,0180,0185,0190,0200,0205,0210,0215,0220,0230,0240,0245,0250,0250,0250,0

212,7212,7226,8226,8240,9240,9240,8255,0262,0269,1283,2290,3297,3304,4311 ,4325,6339,7346,8353,8353,8353,7

5. Working load tableLength of thespreader beam

Length of thespreader beam

RECOMMENDED CONFIGURATION Symbols:

L (m) - length of the spreader beam

WLL (t ) - working load l imit

β - incl inat ion angle

LZ(min) (m) - min. s l ing length

WLLZ (t ) - minimum working load l imit of the s l ing

6. Force values

7. Requirements concerning operation of the device

The spreader beam is used to l ift and transport loads of up to 90t for the following configuration: L=2m, every half a meter up to L=12m in accordance with this manual;The beam should be used only in combination with a l ifting device equipped with appropriate sling (rope or chain);The load should be suspended symmetrically, so as the center of gravity is situated halfway between suspension eyebolts on the beam. Lifting hooks should be equipped with protection gear holding the eyebolts in place; the gear should be kept in good repair.Do not leave the loaded beam unsupervised;The load should be lifted vertically;Do not l ift loads attached to the floor;Do not hang on the beam or the load;Do not place your hands under the sling, do not move the sling during lifting, transport, and lowering the load. The position of the sling may only be corrected when the load is securely placed on the floor;Identify all r isks of coll ision of the beam with other objects or persons and prevent them.During transport of the cross bar or a large-size element using the cross bar, remember that at least 2 safety l ines should be fixed to 2 opposite ends of the beam or the lifted element.The weight of the lifted load should be known and adjusted to the cross bar ’s working load limit in accordance with the tables.

8. Guidel ines for operating the spreader beam

In order to use the spreader beam in a safe and correct manner, follow these instructions:

Read the manual before operating the device;Follow the guidelines included in the load table;Follow the instructions for spreader beam operators;Always use great care and work safely, trying to prevent risks;All defects and failures occurring during operation of the spreader beam should be notified to the person responsible for the device;Do not resume work until the defect/failure is eliminated;Do not remove plates or signs from the beam; damaged plates and signs should be replaced with new ones.Make sure to store the spreader beam in a place free of risk of mechanical damage to the beam;After each use, inspect the device and check its technical condition;The beam may be stored in an open-field yard.

9. Conditions of operation and use

The spreader beam may only be used by an operator who has read this manual. Make sure the beam is used in accordance with safety regulations. Carry out regular inspections within dates provided, and record the results.

10. Health and safety at work regulations

Employees operating the beam must have the required qualifications. They are responsible for application of safe working methods and operation of the beam in accordance with its intended use and working load limits. In l ife- or health-threatening situations, the beam should be deactivated. You may reactivate it once the threat has been eliminated.

In particular, it is forbidden to:

operate the device when sick or intoxicated;lift the load over people;leave the device, even for a short time, when load is suspended under the beam;operate the transport beam when the device is not working correctly.

In special cases, not provided for in local regulations and these recommendations, instructions of the management of the facil ity operating the device shall apply.

11. Operating and Maintenance Manual

Before operating the device:

View the condition of the load-bearing structure of the transport beam;Check the overall condition of the beam, hooks, screws, and lifting gear (sl ings);Assemble the beam according to your needs, by connecting or disconnecting the beam parts you need. Non-preloaded connection should be made in accordance with PN-EN 1090-2. Screws should be tightened until first resistance is felt, successively from the middle of each multi-bolt joint, but they should not be overloaded. The ‘first resistance’ means tightening using manual force and a normal wrench (without extensions) or the point in which the impact wrench starts to block. The tightened screw should not move or visibly vibrate when tapped with a hammer. Screws should be tightened evenly on both sides of the joint.Place the sling of the lifting device in the suspension eyebolts of the beamMove the beam over the load. Operating the drive of the lifting device, place the beam close to the hooks of the transport sling. Put the sling hooks in place. Lift the load to approx. 500 mm and observe its movement. In case of any irregularities, lower the load and secure the load-bearing ties on the hook or the beam hooks;If there are no irregularities, continue transporting the load to the desired spot.

Follow these instructions when working with the transport beam:

Stop its operation as soon as you detect any failure that may pose a risk to your health or safety;If danger occurs, slowly lower the load;Before operating the beam, identify and assess all r isks of coll ision with objects, electrical wires, hydraulic or gas hoses, etc. Furthermore, take into account the risk of coll ision of the beam with other devices, and eliminate the risk as much as possible;

The beam operator should be able to control the suspended load at all times.It is forbidden to operate the device in l imited visibil ity situations;Do not operate the beam outdoors if the wind speed exceeds 10km/h..

Please follow the general health & safety at work regulations; all recommendations,provisions, and manuals referring to operation and use of lifting devices.

After operation: transport the beam to the place of storage.

All malfunctions should be notified to the management.

12. Maintenance inspections

Maintenance inspections – every 90 days; they consist in a regular, planned inspection of operation of mechanisms and beam elements, as well as their technical condition and repair.

Inspections should include:

the load-bearing structure – cracks and distortions of the structure are unacceptable;beam suspension eyebolts – cracks, distortions and wear exceeding 20% of the nominal diameter are unacceptable;connecting screws - cracks, distortions and wear under 95% of the nominal diameter are unacceptable (please note: M24 class screws, not lower than 8.8, D25 washers)plates and signs – their absence or i l legibil ity is unacceptable;chain or rope slings – cracks, distortions or incompleteness of elements is unacceptable.rope slings – in accordance with PN-EN 13414.Inspections may be carried out exclusively by a person authorized to perform maintenanceof cranes.

Results of the inspection should be entered into the crane maintenance book.Beam maintenance consists in keeping it clean, complete, and protected against corrosion. During the inspection, check the condition of anti-corrosion coating and use paints to fillany gaps. The load-bearing parts of the beam may be repaired only by the manufacturer.

13. Disposal

The device does not contain any substances or materials harmful to human health or the environment. Disposal of the worn product should be carried out without contamination of the environment, in accordance with all the local and national regulations, i .e. as follows:

metal parts – selected and used as scrap metal for the steel industry.

14. Certif icates

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