Katalogas SuperBuild Tech

viale dell' industria 2 - 38068 rovereto (trento) - telefono: + +39 464 303030 - fax: ++39 464 303031e-mail: [email protected] - internet: www.metalsistem.com

SUPERBUILD

EDITION 02 01 January 1999 REV. 01 15 February 1999

SUPERBUILD 75/110/145

Pagina 2

Metalsistem S.p.A. 38068 Rovereto (Tn) Italy

numero edizione data edizione numero revisione data revisione data stampa controllo 02 01 January 1999 01 15 February 1999 08 March 1999

nome file: SuperBuildIngl_ed_02.doc

INDEX

SAFETY STANDARDS AND CALCULATION ASSUMPTIONS 4

LOAD BEARING CAPACITY TABLE 6

SUPERBUILD 75/110/145 FRAMES COMPLETE WITH UPRIGHTS, DIAGONAL AND HORIZONTAL SPACER BARS 8

SUPERBUILD 75/110/145 UPRIGHTS 13

SUPERBUILD 75/110/145 HORIZONTAL, SHORT AND LONG DIAGONAL SPACER 14

SUPERBUILD 75/110/145 ROW SPACERS AND WALL TIES 15

DIAGONAL STRUTS 18

H25/H29 SHELVES 19

SECONDARY BEAM 20

LIGHTENED SECONDARY BEAMS 21

RAISED PALLET SUPPORT BAR 22

DRUM CRADLE 24

BIN CRADLE 25

PALLET BACKSTOP BEAMS 27

FLOOR GUIDE RAIL / ENTRANCE CRESCENT FOR FLOOR GUIDE RAIL 28

DRIVE-IN 32

DRIVE-IN STUB ARMS 33


Pagina 3




DRIVE-IN GUIDE RAIL 33

DRIVE-IN ENTRANCE CRESCENTS 34

LOAD BEARING CAPACITY OF DRIVE-IN GUIDE RAIL 35

DRIVE-IN BRACING 36

CRUDE IRON BEAM PROFILES 37

ZINC COATED BEAM PROFILE 37

SMALLWARE IN BRIEF 38


Pagina 4




SAFETY STANDARDS ANDCALCULATION ASSUMPTIONS

The correct use of a product, distinguishes both the Customer and the manufac-turer. METALSISTEM recommends that Customers make use of their product in strict conformity with the design characteristics given and standards of best prac-tice. The design and assembly of the racking systems must be carried out by qualified personnel. METALSISTEM is not responsible for any improper or inappropriate use of its product. a) Floor slab loading Prior to installation of the product, check that the floor slab is of adequate load

capacity. b) Site installation The site installation of racking systems must be carried out by expert person-

nel following the assembly criteria and specifications tabled in this technical catalogue. Site personnel must ensure that all frame bolts have been tightened and all safety elements have been installed.

c) Rack alignment While assembling the racking system, the verticality of the frames must be

checked for both the X and Z directions. Unless more restrictive standards have been specified the deviation off both the X and Z planes must not exceed 10mm or 1/350 of the height (ie Max Deviation = H/350), whichever is greater.(figure 1). For more detailed information on verticality tolerances refer to Operating Instructions Assembly of Super 4-5-6 Racks Code:ISQ01_04/C_011.

d) Load bearing capacity plate Load bearing capacity plates must be fastened in a clearly visible position

nominating the model type, year of assembly, load bearing capacity of the frames, load bearing capacity per pair of beams or per shelf (expressed as a uniformly distributed load), the load unit applied, the height of the first level from ground and the number of levels. (figure 2)

e) Rack safety standard Rack structures must be fastened to the floor slab via two anchor bolts for

every upright. In cases where the height of the frame is: - more than 5 times the depth, for single entry racking; - or, more than 10 times the depth, for double entry racking; that structure must be connected via top ties. The racking structure must also be supplied complete with column and/or

frame protectors. f) Reference Standards The theoretical calculation is based on the following reference standards: - C.N.R. 10011/88

Rack alignment

Load bearing capacity plates 400 x 300 -

code 67011 Load bearing capacity plates 300 x 240

code 67012

Fig. 1

Fig.2


Pagina 5




- C.N.R. 10022/84 Reference standards for the materials are: - EN 10142 - EN 10147 - EN 10204 g) Software references The theoretical calculations of finished elements were elaborated with the

SICS program. Guide lines followed as the basis for the calculations are those of the organisation CISI (Costruttori Italiani Scaffalature Industriali).

h) Frame load bearing capacity The Superbuild load bearing capacity graph (Graph 1) shows the load bearing

capacity of frames used for pallet racking systems. These are expressed as a function of the height, from ground, of the first pair of beams. The following underlying assumptions apply when interpreting the graph. The racking has:

- a minimum of 4 consecutive bays of equal length; - a minimum of 3 levels divided equally in height - an equal and uniformly distributed load has been applied to all levels. Given that the load bearing capacity of the rack may depend on other elements

such as, the number of levels, the proportion between height and depth, in-stallation in seismic areas etc., contact the METALSISTEM Technical Depart-ment for consultation should there be doubts about any aspects of the instal-lation.

i) Load bearing capacities of beam pairs The load bearing capacities of the beam pairs were calculated with the follow-

ing assumptions: - loads are uniformly distributed; - admissible tensile stress of the material; - deflection 1/200. It is mandatory to place beam retaining security clips on either side of all

beams. l) Custom built applications The METALSISTEM Technical department is at the disposal of its customers

for any specific calculations or custom built applications. METALSISTEM reserves the right to modify the technical characteristics of its

products at any time as it sees fit. Technical data, dimensions and character-istics given in this document are indicative only.

Plastic Label with cardboard insert and P.V.C. cover

(Code 67018)

Fig. 3


Pagina 6




LOAD BEARING CAPACITY TABLE The load bearing capacity graph shows the maximum bearing capacity per frame expressed as a function of the height of the first loading level off ground.

SUPERBUILD 75-110-145 LOAD BEARING CAPACITY

0

2000

4000

6000

8000

10000

12000

14000

16000

0 250 500 750 1000 1250 1500 1750 2000 2250 2500

Ground to first level distance (mm)

Max

imum

bea

ring

capa

city

per

fram

e (k

g)

SB 75SB 110SB 145

NOTE: The load bearing capacities given in graph 1 refer to frames assembled following figure 5. M8 x 20mm bolts must be applied at the 528, 928 and 1328mm dimensioned points (indicated by the black dots).

Limits apply to the load bearing capacities of beams in function of the frame type selected. These are as follows:

Superbuild SB 75 : 3500 kg/pair of beams Superbuild SB 110 : 4500 kg/ pair of beams Superbuild SB 145 : 6000 kg/ pair of beams

Graph 1


Pagina 7




SUPERBUILD 75/110/145 FRAMES

SUPERBUILD 75/110/145 FRAME FRAME

ASSEMBLY DIAGRAM

The major components of the frames are listed in table 2 Superbuild frame assembly - table of major components

Note:

The black dots indicate the point of application of the M8 x 20mm bolts

1 - Superbuild Frame 2 - U extension 3 - M8 x 110 Zn bolt with

nut

U EXTENSION

COMP. No. CODE DESCRIPTION

1 SPACC012 U Extension 4 VITB811Z M8 x 110 Zn bolt with

nut

U EXTENSION

Enables top tie and Upright to Upright connections

NOTE Upright to upright connections are permitted only when the additional length does not exceed 1.5 meters. Applications of this joint in any other condition must gain prior ap-proval from the METALSISTEM Technical Office. ATTENTION: The bearing capacity of the frame must be verified prior to its extension.

Fig. 4. Fig. 5.


Pagina 8




SUPERBUILD 75/110/145 FRAMES COMPLETE WITH UP-RIGHTS, DIAGONAL AND HORIZONTAL SPACER BARS

HEIGHT

mm NOMINAL DEPTH

mm SUPERBUILD 75

Code SUPERBUILD 110

Code SUPERBUILD 145

Code

2000 600 SB106X20 SB206X20 SB306X20 2500 600 SB106X25 SB206X25 SB306X25 3000 600 SB106X30 SB206X30 SB306X30 3500 600 SB106X35 SB206X35 SB306X35 4000 600 SB106X40 SB206X40 SB306X40 4500 600 SB106X45 SB206X45 SB306X45 5000 600 SB106X50 SB206X50 SB306X50 5500 600 SB106X55 SB206X55 SB306X55 6000 600 SB106X60 SB206X60 SB306X60 6500 600 SB106X65 SB206X65 SB306X65 7000 600 SB106X70 SB206X70 SB306X70 7500 600 SB106X75 SB206X75 SB306X75 8000 600 SB106X80 SB206X80 SB306X80 8500 600 SB106X85 SB206X85 SB306X85 9000 600 SB106X90 SB206X90 SB306X90 9500 600 SB106X95 SB206X95 SB306X95

10000 600 SB106XA0 SB206XA0 SB306XA0


10000 700 SB107XA0 SB207XA0 SB307XA0

2000 800 SB108X20 SB208X20 SB308X20 2500 800 SB108X25 SB208X25 SB308X25 3000 800 SB108X30 SB208X30 SB308X30 3500 800 SB108X35 SB208X35 SB308X35 4000 800 SB108X40 SB208X40 SB308X40 4500 800 SB108X45 SB208X45 SB308X45 5000 800 SB108X50 SB208X50 SB308X50 5500 800 SB108X55 SB208X55 SB308X55

The frame components are made of cold rolled

high yield strength steels. The zinc coating

is applied using the SENDZIMIR procedure.

Superbuild

Base plate shims Code SPACC014

10X80 anchor bolt Code 08006

Heavy duty metal base plate

Code SPACC001 Applied to upright via

No 2 M8 bolts with nut

(code VITB820Z)

Fig. 8

Fig 7

Fig. 6

Table 1.


Pagina 9




HEIGHT mm

NOMINAL DEPTHmm

SUPERBUILD 75 Code

SUPERBUILD 110 Code

SUPERBUILD 145Code

6000 800 SB108X60 SB208X60 SB308X60 6500 800 SB108X65 SB208X65 SB308X65 7000 800 SB108X70 SB208X70 SB308X70 7500 800 SB108X75 SB208X75 SB308X75 8000 800 SB108X80 SB208X80 SB308X80 8500 800 SB108X85 SB208X85 SB308X85 9000 800 SB108X90 SB208X90 SB308X90 9500 800 SB108X95 SB208X95 SB308X95

10000 800 SB108XA0 SB208XA0 SB308XA0


10000 900 SB109XA0 SB209XA0 SB309XA0


10000 1000 SB110XA0 SB210XA0 SB310XA0

2000 1100 SB111X20 SB211X20 SB311X20 2500 1100 SB111X25 SB211X25 SB311X25 3000 1100 SB111X30 SB211X30 SB311X30 3500 1100 SB111X35 SB211X35 SB311X35

Moulded Wooden Impact Damper with a standard

height of 1000mm.

This component must be in-serted within the upright be-

fore the connection of the base plate.

The adoption of the Wooden

Impact Damper combined with the column protector

provides an effective protec-tion for the structure against

accidental impact by manoeuvring lift trucks

It is suggested to insert

the Wooden Impact Damper (with the column

protector) only on the corridor facing upright.

Wooden Impact Damper Code SPACC024

Column protector Code SPACC004

Fastened to floor via

No. 4 - Anchor bolts BX 12/100 Dia. 18

(Code 08008)

Load distribution profile UPN 140xSB

Code SPACC016

Fig. 9

Fig. 10

Fig. 11


Pagina 10




HEIGHT mm

NOMINAL DEPTHmm

SUPERBUILD 75 Code

SUPERBUILD 110 Code

SUPERBUILD 145Code

4000 1100 SB111X40 SB211X40 SB311X40 4500 1100 SB111X45 SB211X45 SB311X45 5000 1100 SB111X50 SB211X50 SB311X50 5500 1100 SB111X55 SB211X55 SB311X55 6000 1100 SB111X60 SB211X60 SB311X60 6500 1100 SB111X65 SB211X65 SB311X65 7000 1100 SB111X70 SB211X70 SB311X70 7500 1100 SB111X75 SB211X75 SB311X75 8000 1100 SB111X80 SB211X80 SB311X80 8500 1100 SB111X85 SB211X85 SB311X85 9000 1100 SB111X90 SB211X90 SB311X90 9500 1100 SB111X95 SB211X95 SB311X95

10000 1100 SB111XA0 SB211XA0 SB311XA0


10000 1200 SB112XA0 SB212XA0 SB312XA0


10000 1300 SB113XA0 SB213XA0 SB313XA0

SINGLE FRAME PROTECTOR (Code SPACC006)

Assembly

No.4 M12x35 bolt (08090) No.4 M12 nut (08094) No.4 M12 washer (08096)

Fastening to floor

No. 8 - Anchor bolts BX 12/100 Dia 18

(Cod. 08008)

DOUPBLE FRAME PROTECTOR WITHOUT

CENTAL SUPPORT (Code SPACC 007)

Assembly

No.4 M12x35 Bolts (08090)

No.4 M12 Nuts (08094)

No.4 M12 washers (08096)

Fastening to pavement

No. 8 - Anchor Bolts

BX 12/100 Dia 18 (Cod. 08008)

Fig 13

Fig. 12


Pagina 11




HEIGHT mm

NOMINAL DEPTHmm

SUPERBUILD 75 Code

SUPERBUILD 110 Code

SUPERBUILD 145Code


10000 1400 SB114XA0 SB214XA0 SB314XA0


10000 1500 SB115XA0 SB215XA0 SB315XA0

The use of the double frame protector with central support is only possible when the open

span between the frames of double entry racks is greater

than 300mm

DOUPBLE FRAME PROTECTOR WITH CENTAL

SUPPORT (Code SPACC 008)

Assembly

No.6 M12x35 bolt (08090) No.6 M12 nut (08094) No.6 M12 washer (08096)

Fastening to floor

No. 10- anchor bolts BX 12/100 Dia. 18

(Cod. 08008)

Fig 14


Pagina 12




SUPERBUILD FRAME ASSEMBLY TABLE OF MAJOR COMPONENTS

HEIGHT FRAME DEPTH 400-1500 mm (mm) HORIZONTAL SPACER

BAR n

SHORT DIAGONAL SPACER

BAR n

LONG DIAGONAL SPACER

BAR n

2000 2 4 - 2500 2 4 1 3000 2 4 1 3500 2 4 2 4000 2 4 3 4500 2 4 3 5000 2 4 4 5500 2 4 5 6000 2 4 5 6500 2 4 6 7000 2 4 7 7500 2 4 7 8000 2 4 8 8500 2 4 9 9000 2 4 9 9500 2 4 10

10000 2 4 11

SUPERBUILD 75/110/145 FRAME COMPONENT TABLE OF DIMENSIONS

NOMINAL

FRAME DIMENSION

(mm)

ACTUAL FRAME

DIMENSION (mm)

HORIZONTAL SPACER BAR DIMENSION

(mm)

SHORT DIAG. SPACER BAR DIMENSION

(mm)

LONG DIAG. SPACER BAR DIMENSION

(mm) 400 411 301 472 780 500 510 400 539 821 600 609 499 615 872 700 708 598 697 931 800 807 697 783 996 900 906 796 872 1067

1000 1005 895 963 1142 1100 1104 994 1055 1221 1200 1203 1093 1149 1302 1300 1302 1192 1243 1386 1400 1401 1291 1338 1475 1500 1500 1390 1434 1559

Layout of frame

components.

Fig. 14

Table 2

Table 3


Pagina 13




SUPERBUILD 75/110/145 UPRIGHTS

HEIGHT

mm SUPERBUILD 75

Article Codes SUPERBUILD 110

Article Codes SUPERBUILD 145

Article Codes

1000 SB1M0000 SB2M0000 SB3M0000 2000 SB1M2000 SB2M2000 SB3M2000 2500 SB1M2500 SB2M2500 SB3M2500 3000 SB1M3000 SB2M3000 SB3M3000 3500 SB1M3500 SB2M3500 SB3M3500 4000 SB1M4000 SB2M4000 SB3M4000 4500 SB1M4500 SB2M4500 SB3M4500 5000 SB1M5000 SB2M5000 SB3M5000 5500 SB1M5500 SB2M5500 SB3M5500 6000 SB1M6000 SB2M6000 SB3M6000 6500 SB1M6500 SB2M6500 SB3M6500 7000 SB1M7000 SB2M7000 SB3M7000 7500 SB1M7500 SB2M7500 SB3M7500 8000 SB1M8000 SB2M8000 SB3M8000 8500 SB1M8500 SB2M8500 SB3M8500 9000 SB1M9000 SB2M9000 SB3M9000 9500 SB1M9500 SB2M9500 SB3M9500

10000 SB1MH100 SB2MH100 SB3MH100

SUPERBUILD upright 75/110/145

SUPERBUILD upright section

75/110/145

Table 4

Fig. 16

Fig. 17


Pagina 14




SUPERBUILD 75/110/145 HORIZONTAL,SHORT AND LONG DIAGONAL SPACER

NOMINAL FRAME

DEPTH mm

HORIZONTAL SPACER BAR

Article Codes

SHORT DIAGONAL SPACER BAR Article Codes

LONG DIAGONAL SPACER BAR Article Codes

SPECIAL SPTRA000 SPDIC000 SPDIA000

600 SPTRA060 SPDIC060 SPDIA060 700 SPTRA070 SPDIC070 SPDIA070 800 SPTRA080 SPDIC080 SPDIA080 900 SPTRA090 SPDIC090 SPDIA090

1000 SPTRA100 SPDIC100 SPDIA100 1100 SPTRA110 SPDIC110 SPDIA110 1200 SPTRA120 SPDIC120 SPDIA120 1300 SPTRA130 SPDIC130 SPDIA130 1400 SPTRA140 SPDIC140 SPDIA140 1500 SPTRA150 SPDIC150 SPDIA150

SUPERBUILD 75/110/145 short/long diagonal spacer bar

SUPERBUILD 75/110/145 horizontal spacer bar

Fig. 18

Table 5


Pagina 15




SUPERBUILD 75/110/145 ROW SPACERS AND WALL TIES

Row spacers and wall ties (figures 19 and 20) are fixed to the uprights in pairs via M8 x 110 bolts (code VITB811Z). Both spacer elements are ordered in variable lengths (L) applying the following formula: Where:

L = length of row spacer or wall tie N = Clear span between frames or a

frame and wall

BEAMS

The beams are closed sections of varying thickness to which connectors, with 5 anchor points, are welded at either extremity. A channel, present in the upper face of the beam provides a lip within which a variety of components such as shelf units, secondary beams, drum cradles, bin cradles and so on are inserted. The load bearing capacities shown on the tables refer to the loading produced by Europallets in a good and sufficiently ridged state of repair. The loads applied must be stable and suited to the in-tended application of the racking system. Disposable pallets or pallets of a low quality (not Europal-lets) can only be used in conjunction with secondary beams and/or shelves. Series /3 beams may only be used for the storage of pallets producing loads no greater than 1000 kgf, series /4 beams may only be used for the storage of pallets producing loads no greater than 1200 kgf, series /5 beams may only be used for pallets producing loads no greater than 1500 kgf and series /6 beams may only be used for pallets producing loads no greater that 2000 kgf.

N N

1 2

Wall tie Code 08321

Row spacer Code 08320

L = N +96mm

Fig. 20 Fig. 21

Fig. 19

Fig. 22


Pagina 16




BEARING CAPACITY / PAIR OF BEAMS (For uniformly distributed loads and deflection 1/200 of L)

L

(mm) 70/4 (kg)

70/5 (kg)

106/3 (kg)

106/4 (kg)

106/5 (kg)

106/6 (kg)

140/3 (kg)

140/4 (kg)

140/5 (kg)

140/6 (kg)

172/6 (kg)

900 3986 4985 3000 4000 6000 6000 3000 4000 6000 6000 6000

1000 3586 4485 3000 4000 6000 6000 3000 4000 6000 6000 6000 1200 2985 3734 3000 4000 6000 6000 3000 4000 6000 6000 6000 1500 2383 2982 3000 4000 4993 5995 3000 4000 6000 6000 6000 1800 1799 2253 3000 3359 4154 4989 3000 4000 6000 6000 6000 2000 1452 1819 2716 3019 3733 4485 3000 4000 5416 6000 6000 2100 1314 1648 2586 2873 3553 4269 3000 4000 5156 6000 6000 2200 1195 1498 2466 2741 3389 4073 3000 3963 4919 5809 6000 2400 999 1254 2256 2508 3102 3728 3000 3628 4503 5315 6000 2700 781 983 1970 2147 2641 3176 2896 3219 3995 4719 6000 3000 625 789 1588 1730 2129 2563 2600 2890 3588 4238 5712 3300 509 644 1304 1421 1749 2108 2358 2621 3254 3843 5183 3500 447 567 1154 1257 1548 1866 2214 2413 2983 3578 4880 3600 420 533 1088 1185 1460 1760 2090 2278 2815 3378 4741 3900 350 447 918 1001 1233 1490 1772 1931 2387 2865 4366 4000 330 422 870 949 1169 1412 1680 1832 2265 2718 4254

BEAMS - CODES

L (mm)

70/4 code

70/5 code

106/3 code

106/4 code

106/5 code

106/6 code

140/3 code

140/4 code

140/5 code

140/6 code

172/6 code

900 UB074409 UB074509 UB106309 UB106409 UB106509 UB106609 UB140309 UB140409 UB140509 UB140609 UB170609

1200 UB074412 UB074512 UB106312 UB106412 UB106512 UB106612 UB140312 UB140412 UB140512 UB140612 UB1706121500 UB074415 UB074515 UB106315 UB106415 UB106515 UB106615 UB140315 UB140415 UB140515 UB140615 UB1706151800 UB074418 UB074518 UB106318 UB106418 UB106518 UB106618 UB140318 UB140418 UB140518 UB140618 UB1706182000 UB074420 UB074520 UB106320 UB106420 UB106520 UB106620 UB140320 UB140420 UB140520 UB140620 UB1706202100 UB074421 UB074521 UB106321 UB106421 UB106521 UB106621 UB140321 UB140421 UB140521 UB140621 UB1706212200 UB074422 UB074522 UB106322 UB106422 UB106522 UB106622 UB140322 UB140422 UB140522 UB140622 UB1706222400 UB074424 UB074524 UB106324 UB106424 UB106524 UB106624 UB140324 UB140424 UB140524 UB140624 UB1706242700 UB074427 UB074527 UB106327 UB106427 UB106527 UB106627 UB140327 UB140427 UB140527 UB140627 UB1706273000 UB074430 UB074530 UB106330 UB106430 UB106530 UB106630 UB140330 UB140430 UB140530 UB140630 UB1706303500 UB074435 UB074535 UB106335 UB106435 UB106535 UB106635 UB140335 UB140435 UB140535 UB140635 UB1706354000 UB074440 UB074540 UB106340 UB106440 UB106540 UB106640 UB140340 UB140440 UB140540 UB140640 UB170640SPEC. UB074400 UB074500 UB106300 UB106400 UB106500 UB106600 UB140300 UB140400 UB140500 UB140600 UB170600

Maximum unit load: 1000 kg Series / 3 1200 kg Series / 4 1500 kg Series / 5 2000 kg Series / 6

Table 6

Table 7


Pagina 17




CODE DESCRIPTION

SPACC003 Superbuild / Unibuild Beam retaining clips

NOTE : THE APPLICATION OF BEAM RETAINING CLIPS IS MANDATORY

CODE DESCRIPTION

SPACCELZ Z Profile

The beams are powder coated in standard Yellow Ral 1004 , applied via the following procedure: Hot wash degreasing and iron phosphate pre-treatment; application of thermosetting powder paint; curing at a temperature of approximately 240C with a force ventilated air circulation oven. The powder coating of beams in colours other than yellow (in the Ral scale of colours) is possible when quantities requested are greater than 100 pieces with the payment of an additional lump sum to cover line stoppage for the change of colour. These beams require longer lead times.

25

29

Fig. 23

Fig. 24


Pagina 18




DIAGONAL STRUTS

The pallet rack diagonal struts are used to improve the beams resistance to horizontal loads. METALSISTEM requires that diagonal struts are applied to bays of spans greater than 2700mm Racking with modular shelving or pallet racking with secondary beams do not require the application of diagonal struts.

LENGTH OF DIAGONAL STRUT [mm] Ln2 Ln1

Frame [mm] [mm] 500 600 700 800 900 1000 1100 1200 1300 1400 1500 2700 1050 1050 1050 1050 1050 1050 1350 1350 1350 1650 1650 2800 1050 1050 1050 1050 1050 1350 1350 1350 1350 1650 1650 2900 1050 1050 1050 1050 1050 1350 1350 1350 1350 1650 1650 3000 1050 1050 1050 1050 1050 1350 1350 1350 1350 1650 1650 3100 1050 1050 1050 1050 1350 1350 1350 1350 1650 1650 1650 3200 1050 1050 1050 1050 1350 1350 1350 1350 1650 1650 1650 3300 1050 1050 1050 1350 1350 1350 1350 1350 1650 1650 1650 3400 1050 1050 1050 1350 1350 1350 1350 1350 1650 1650 1650 3500 1050 1050 1350 1350 1350 1350 1350 1650 1650 1650 1650 3600 1050 1350 1350 1350 1350 1350 1350 1650 1650 1650 1650 3700 1350 1350 1350 1350 1350 1350 1650 1650 1650 1650 1650 3800 1350 1350 1350 1350 1350 1350 1650 1650 1650 1650 1950 3900 1350 1350 1350 1350 1350 1350 1650 1650 1650 1650 1950 4000 1350 1350 1350 1350 1350 1650 1650 1650 1650 1650 1950

COMPONENTS PER BAY

NUMBER. CODE DESCRIPTION 2 08915 Diagonal strut (dimensions supplied in the table

below) 4 08908 bracket for horizontal bracing 4 08909 8x50 counter sunk screw with M8 nut 4 08002 8MAx20 bolt with nut

DIAGONAL STRUTS

Brackets for diagonal struts must be placed as close as possible to the beam connec-tors. See figure. 25

Diagonal strut

Fig. 25

Table 8

Table 9


Pagina 19




H25/H29 SHELVES

H25/H29 300 MM SHELVES

NOMINAL DEPTH (mm)

H25 - 5/10 Code

H25 - 6/10 Code

H29 - 6/10 Code

H29 - 8/10 Code

H29 - 10/10 Code

400 03100 - - - - 500 03102 03152 03302 03402 03452 600 03104 03154 03304 03404 03454 700 03106 03156 03306 03406 03456 800 03108 03158 03308 03408 03458 900 03110 03160 03310 03410 03460

1000 03112 03162 03312 03412 03462 1100 03114 03164 03314 03414 03464 1200 03116 03166 03316 03416 03466 1300 03118 03168 03318 03418 03468 1400 03120 03170 03320 03420 03470 1500 03122 03172 03322 03422 03472

SPECIAL 09410 09412 09428 09430 09432

SHELF ELEMENT LOAD BEARING CAPACITY TABLE The table assumes uniformly distributed loads acting over a single panel, 300 mm wide

NOMINAL

DEPTH (mm)

H25 - 5/10 Kg

H25 - 6/10 Kg

H29 - 6/10 Kg

H29 - 8/10 Kg

H29 - 10/10 Kg

400 225 255 - - - 500 205 245 210 265 350 600 180 230 205 265 350 700 160 210 195 255 345 800 135 190 185 245 335 900 115 165 170 235 315

1000 95 145 155 215 290 1100 80 125 140 195 265 1200 70 105 125 180 240 1300 55 90 110 160 215 1400 50 75 100 145 195 1500 45 70 90 130 175

ATTENTION

Be sure to check the

maximum beam load, it will be the limiting factor

for some beam / span combinations.

Shelves are available in H25 or H29 versions (with a height of 25mm and 29mm respectively), with folded back ends along its 300mm width which is inserted into the beams lip. The shelf may be ordered from 400mm to 1600mm depths in intervals of 100mm. Shelves are made from zinc coated steel

Table 10


Pagina 20




SECONDARY BEAM

SECONDARY BEAM (made from zinc coated steel)

LOAD BEARING CAPACITY TABLE OF A

PAIR OF SECONDARY BEAMS

Assumption : Loads are uniformly distributed over a pair of secondary beams

NOMINAL LENGTH

(mm)

SECONDARY BEAM

THICKNESS 12/10 Code

SECONDARY BEAM

THICKNESS 18/10Code

NOMINAL LENGTH

(mm)

12/10 (Kg)

18/10 (kg)

700 08102 08132 700 1080 1500 800 08104 08134 900 970 1360 900 08106 08136 1100 920 1270

1000 08108 08138 1300 820 1140 1100 08110 08140 1600 660 920 1200 08112 08142 2100 450 630 1300 08114 08144 2700 280 400 1400 08116 08146 1500 08118 08148

SPECIAL 09310 09314

Secondary beams with slotted holes are also available. The slots allows the connection of up to three tertiary beams. The following variables determine the number and distance between the slotted holes: The length of the secondary beam The minimum length Y between the slots (figure attached to table 14) The minimum distance X between the first (and last) slot and the end of the secondary beam. (figure

attached to table 14) A code has not been assigned to slotted secondary beams. Therefore one needs to specify in writing with slotted holes next to the secondary beam description, for their supply. The maximum number of slots that may be inserted along the length of the secondary beam is shown in table 14 below. Should the location of the slots not be specified, their position will be assigned equidistantly off the centre line as shown in the figure below.

NUMBER OF SLOTTED HOLES / SECONDARY BEAM

NOMINAL LENGTH (mm) No. OF SLOTS

700 1 800 2 900 2

1000 2 1100 3 1200 3 1300 3 1400 3 1500 3

X MINIMUM = 135 mm Y MINIMUM = 135 mm

Table 12 Table 13

Table 14


Pagina 21




LIGHTENED SECONDARY BEAMS

This METALSISTEM component solves difficulties that have arisen as a re-sult of revisions of a number of fire standards (shelving with a coverage of less than 50%) across Europe. The shelf is composed of a series of secondary beams (8/10mm gauge) placed side by side. Thus free spaces between the open spans enable wa-ter, brought into action by the sprinkler system, to pass through the shelving system. Given that this is a special application of the product, codes, prices and technical data will need to be discussed with the METALSISTEM Technical Office on a case by case basis.

APPLICATION OF SECONDARY BEAMS WITH SLOTTED HOLES

Fig. 27

Fig. 28


Pagina 22




RAISED PALLET SUPPORT BAR

DESCRIPTION CODE

A 70x70x1 Raised pallet support bar 08650 A 70x70x1,5 Raised pallet support bar 08652

B Beam bracket 08054 B M8x25 bolt with self locking M8 nut 08097+08099

C Cover cap for 70x70 box section 08660

D Internal half bracket for raised pallet bar 150 mm height.

08662

D M8x35 bolt with M8 nut 08091

E External half bracket for raised pallet bar 150 mm height

08664

E M8x35 bolt with M8 nut 08091

The Internal and the External half brackets for raised pallet support bar (Figure 30 and 31 respec-tively) are elements that, once bolted to the beam bracket, raise the pallet support bar 150mm off the beams. Non standard heights (from 90 to 144mm) may be obtained by cutting the brackets on site. Both the Internal and External half brackets are used in pairs. Therefore two Internal or External half brackets for raised pallet bar (code 08662 or 08664) are ordered with one beam bracket 08054). The External half brackets for raised pallet bars are applied to the beams of single entry racks or the outer beams of double entry racks. The Internal half brackets are applied to the internal beams of double entry racks, as shown in figure 32.

(Zinc coated surface)

(D) - Internal half bracket exten-sion for raised pallet bar

150 mm height

(E) - External half bracket extension for raised pallet

bar 150 mm height

Special application of the raised pallet bar applied to a double entry rack with internal support (D) and external support (E)

Table 15.Fig. 29

Fig. 30 Fig. 31 Fig. 32


Pagina 23




Assembly sequence: 1. Fix the Beam Brackets to the beams 2. Fix the cover cap to the 70x70 raised pallet support bar. 3. Insert the raised pallet support bar on to the bracket.

LOAD BEARING CAPACITY TABLE RAISED PALLET SUPPORT BAR

WITH SUPPORT BAR RESTING ON BEAM (FIG. 33) (A uniformly distributed load has been applied onto one single raised

pallet support bar) NOMINAL LENGTH

(mm) 10/10 (Kg)

15/10 (Kg)

700 500 750 800 500 750 900 500 750

1000 500 750 1100 500 750 1200 500 750 1300 500 750 1400 500 750 1500 450 700

LOAD BEARING CAPACITY TABLE

RAISED PALLET SUPPORT BAR WITH HEIGHTENED SUPPORT BAR (FIG. 32)

(A uniformly distributed load has been applied onto one single raised pallet support bar)

NOMINAL LENGTH (mm)

15/10 (Kg)

700 500 800 500 900 500

1000 500 1100 500 1200 500 1300 500 1400 460 1500 400

Standard application of the raised pallet support bar

Fig. 33

Table 17

Table 18

The raised pallet support bar is produced with slotted holes on the underside of its extremities to provide an insert for the brackets for TS beams. For this reason the total length of the profile must be of a precise measurement. Table 16 shows the exact measurements required for standard frames. These measurements must be used when ordering.

RAISED PALLET SUPPORT BAR AND DRUM CRADLE

EXACT ORDERING MEASUREMENTS NOMINAL SB FRAME

MEASUREMENT (mm)

LENGTH OF RAISED PALLET SUPPORT BAR

L (mm)

500 509

600 608

700 707

800 806

900 905

1000 1004

1100 1103

1200 1202

1300 1301

1400 1400

1500 1499

1600 1598

1700 1697

1800 1796

1900 1895

2000 1994

L

Table 16


Pagina 24




DRUM CRADLE

This is a standard application of the raised pallet support bar, there-fore the same components are applied. NOTE: Ordering lengths of the raised pallet support

bar are given in Table 16

DESCRIPTION CODE

A 70x70x1 Raised pallet support bar 08650 A 70x70x1,5 Raised pallet support bar 08652

B Bracket for TS beams 08054 B TE M8x25 bolt with self locking M8 nut 08097+08099

C Cover cap for 70x70 box section 08660



Component detail

Table 19.

Fig. 35

Fig. 34


Pagina 25




BIN CRADLE

STANDARD BIN CRADLE (Zinc coated steel)

The bins rest directly onto the beams. The bin cradles act as guides only.

DESCRIPTION CODE

A Bin cradle profile 25/10 08670

B Brackets for TS beams 08054

C M8x80 bolt with self locking nut + M8 enlarged washer

UBACC030 + 08674

E Bin cradle profile end stop - Left 08678 E Bin cradle profile end stop - Right 08676 E M8 x 20 Bolt with nut 08002

EXACT ORDERING MEASUREMENTS FOR BIN CRADLES

NOMINAL FRAME

DEPTH (mm)

BIN CRADLE LENGTH

(mm)

BIN CRADLE REIN-FORCEMENT LENGTH

(mm)

600 592 492 700 692 592 800 792 692 900 892 792

1000 992 892 1100 1092 992 1200 1192 1092 1300 1292 1192 1400 1392 1292 1500 1492 1392

(A) - Standard bin cradle profile 25/10 - Code 08670

(E) - Bin cradle end stop (left + right)

Fig. 36

Table 20

Fig. 37

Table 21

Fig. 38

Orders for drum cradles and reinforced drum cradles must be made using the exact ordering measurements shown in table 21 Should non standard measurements be required, consult the METALSISTEM Technical Office.


Pagina 26




REINFORCED BIN CRADLE

(zinc coated steel) The bin rests directly onto the bin cradle. The bin cradle has a structural function. NOTE: The ordering lengths for the reinforced bin cradles are

provided in Table 21

LOAD BEARING CAPACITY / PAIR = 1000 Kgf (For frame depths from 700 to 1500 mm)

DESCRIPTION CODE

A Bin cradle profile 25/10 08670

A* Reinforced bin cradle profile 25/10 08672

B Brackets for TS beams 08054

C M8x80 bolt with self locking nut + M8 enlarged washer

UBACC030 + 08674

D M8 x 20 bolt with nut 08002

E Bin cradle profile end stop - Left 08678 E Bin cradle profile end stop - Right 08676 E M8 x 20 Bolt with nut 08002

(A*) - Reinforced bin cradle profile 25/10 Code 08672

(E) - Bin cradle end stop (left + right)

Fig. 39

Table 22

Fig. 41

Fig. 40


Pagina 27




PALLET BACKSTOP BEAMS

PALLET BACKSTOP BEAMS The minimum and maximum lengths available are the nomi-nal lengths of 900mm and 3500mm respectively.

Code Description N 08206 SB/UB Plate 2 08212 SB/UB pallet backstop beam 1 69825 M6x20 Bolt 4

VITB811Z M8 x 110 Zn bolt with nut 4

OVERHANG GIVEN BY BACKSTOP BEAMS The length of the overhang (LSP1 and LSP2) can be tailored to the personal needs of the Client by vary-ing the fixing location of the SB/UB plate (code 08206) against the upright with the holes A to G, and against the backstop beam with holes 1 to 5. Tables 24 and 25 show the multitude of combinations of LSP1 and LSP2 that may be obtained. The shaded areas represent those measurements which may be obtained with two combinations.

LENGTH OF LSP1 FOR THE STANDARD APPLICATION A B C D E F G

1 160 145 130 115 100 85 70 2 150 135 120 105 90 75 60 3 140 125 110 95 80 65 50 4 130 115 100 85 70 55 40 5 120 105 90 75 60 45 30

LENGTH OF LSP2 FOR THE NON STANDARD APPLICATION A B C D E F G

1 130 115 100 85 70 55 40 2 120 105 90 75 60 45 30 3 110 95 80 65 50 35 20 4 100 85 70 55 40 25 10 5 90 75 60 45 30 15 -

Table 25

LSP2X

X = 64mm

LSP1X

X = 64mm

Table 23

Table 24

Hole locations of SB/UB Plate (code 08206)


Pagina 28




FLOOR GUIDE RAIL / ENTRANCE CRESCENTFOR FLOOR GUIDE RAIL

FLOOR GUIDE RAIL

Article Description

08040 Floor guide rail 100x50x8 08041 Floor guide rail 60x40x6 08008 BX 12/100 diameter 18 anchor bolt

ENTRANCE CRESCENT FOR FLOOR GUIDE RAIL

BX 12/100 DIAMETER 18 ANCHOR BOLT

CODE DESCRIPTION CODE DESCRIPTION

08042 Entrance crescent for

floor guide rail 08008 BX 12/100 diameter 18 anchor bolt

Note: The entrance crescents for floor guide rails are only available in the 100 x 50 x 8mm sections

External radius 300mm Height 100mm Width 50mm

Fig. 42

Fig. 43 Fig. 44


Pagina 29




BRACING

VERTICAL BRACING FOR SINGLE ENTRY RACKING

POS. COMPONENTS CODE

1 Vertical bracing moulded section anchor plate for

single entry SB racks SPACC020

2 Vertical bracing straight section anchor plate for single entry SB racks

SPACC019

3 M8 x 20 bolt with nut 08002 4 48 x 2 flat brace section 08911 5 M8 x 20 bolt with nut and washer 08002 + 080956 M8 tensioner 08912 7 M8 x 110 Zn bolt with nut VITB811Z NOTE: See Operating Instructions:

VERTICAL BRACING APPLIED TO PALLET RACKING

The ordering of bracing accessories has been simplified by the introduction of a macro code which groups together the elements of pos. 1, 2, 3, 5, 6 and 7. Each macro code contains the accessories (including the bolts for the connection of the flat brace sections) to assemble one fastening level.

Code : SPACC050 VERTICAL BRACING MACRO CODE FOR SINGLE ENTRY SB RACKS Example : The bracing for the drawing above contain the following elements: No. 2 08911 48 x 2 flat brace section L. xxx mm No. 2 SPACC050 Vertical bracing macro code for single sided SB racks

Table 26

EX. 1 brace set has 2 fastening levels EX. 2 brace sets have 3 fastening levels EX. 3 brace sets have 4 fastening levels

FASTENING LEVEL

FASTENING LEVEL

Fig. 45


Pagina 30




VERTICAL BRACING FOR DOUBLE ENTRY RACKING


1 Vertical bracing coupling for double entry SB racks SPACC018 2 Vertical bracing run spacers for double entry racks 08355 3 M8 x 110 Zn. Bolt with nut VITB811Z 4 M8 x 110 Zn. Bolt with nut VITB811Z 5 48 x 2 flat brace section (plus its accessories; ie:

tensioner (08912) and bolts (08002 + 08095)) 08911

6 M8 x 30 bolt with nut 08098

ATTENTION: The length of the vertical bracing run spacers is not equal to the length of the run spacer (figure 19). Its length (L) is determined by the following:

L(run spacer) = Clear span between frames + 90mm

NOTE: See Operating Instructions VERTICAL BRACING APPLIED TO PALLET RACKING

The ordering of bracing accessories has been simplified by the introduction of a macro code which groups together the elements of pos. 1, 3, 4 and 6. Each macro code contains the accessories (including the bolts for the connection of the flat brace sections) to assemble one fastening level.

Code : SPACC051 VERTICAL BRACING MACRO CODE FOR DOUBLE ENTRY SB RACKS

EX. 1 brace set has 2 fastening levels EX. 2 brace sets have 3 fastening levels EX. 3 brace sets have 4 fastening levels

Example : The bracing for the drawing above contain the following elements: No. 2 08911 48 x 2 flat brace section L. xxx mm No. 8 08355 Vertical bracing run spacers for double entry racks L. xxx mm No. 2 SPACC051 Vertical bracing macro code for double entry SB racks

Table 27.

FASTENING LEVEL

FASTENING LEVEL

Fig. 46


Pagina 31




HORIZONTAL BRACING

Vertical bracing is always used in conjunction with plan bracing. Plan bracing is composed of the following elements.

HORIZONTAL BRACING


1 Bracket for horizontal bracing 08908 2 8 x 50 sunk hexag. Screw peg with M8 nut 08909 3 M8 x 20 bolt with nut 08002 4 48 x 2 flat brace section 08911 5 M8x 20 bolt with nut 08002 M8 washer 08095

6 M8 tensioner 08912 NOTE: Tabella 28 See Operating Instructions:

APPLICATION OF BRACKET FOR HORIZONTAL BRACING

Example : The bracing for the drawing above contain the following elements: No. 2 08911 48 x 2 flat brace section L. xxx mm No. 2 00062 Plan bracing macro code for TS/SB/UB structures

Fig. 47

The ordering of bracing accessories has been simplified by the introduc-tion of a macro code which groups together the elements of pos. 1, 2, 3, 5 and 6. Each macro code contains the ac-cessories to assemble one flat brace element complete.

Code 00062 Horizontal bracing macro code

for TS/SB/UB structures


Pagina 32




DRIVE-IN

GRAPH FOR LOAD BEARING CAPACITY OF STUB ARMS

GRAPH FOR BRACING TUNNEL

For the design procedure of a Drive-In system consult the OPERATING INSTRUCTIONS ISQ 01-04C-009

Graph 2.


Pagina 33




DRIVE-IN STUB ARMS

SINGLE SIDED DRIVE-IN STUB ARM

DOUBLE SIDED DRIVE-IN STUB ARM

CODE DESCRIPTION CODE DESCRIPTION

SPACC021 Single sided 185 SB Right side Drive-In stub arm

SPACC023 Double sided 460 SB Drive-In stub arm

SPACC022 Single sided 185 SB Left side Drive-In stub arm

08087 M8 bolt with nut for SB/UB Drive-In stub arm

08087 M8 bolt with nut for SB/UB Drive-In stub arm

DRIVE-IN GUIDE RAIL

DRIVE-IN GUIDE RAIL PROFILE

DRIVE-IN GUIDE RAIL JOINT SECTION

Code Description

08089/D 15/10 drive-in guide rail profile - right 08089/S 15/10 drive-in guide rail profile - left 08088/D Drive-In guide rail joint section - right 08088/S Drive-In guide rail joint section - left

VITB820B M8 x 20 Bolt with nut (No.. 4 for every Drive-In guide rail joint) 69828 Bracket + M8 bolt (3 for every Drive-in-In guide rail joint section)

Table 29 Table 30

Table 31


Pagina 34




REINFORCED 15/10 DRIVE IN GUIDE RAIL PROFILE

REINFORCED 15/10 DRIVE IN GUIDE RAIL JOINT

SECTION

Code Description

08089/D 15/10 drive-in guide rail profile - Right 08089/S 15/10 drive-in guide rail profile - Left 08088/D Drive-in guide rail joint section - Right 08088/S Drive-in guide rail joint section - Left

VITB820B M8 x 20 Bolt with nut (No. 4 for every drive-in guide rail joint) 69828 Bracket + M8 bolt ( 3 for every Drive-in guide rail joint section) 08485 Drive-In guide reinforcement

VITB820B M8 x 20 Bolt with nut (for every Drive-In guide reinforcement : No. 3 per span, of which 2 are at the ends towards the stub arm and 1 in the centre)

DRIVE-IN ENTRANCE CRESCENTS The Metalsistem entrance crescents are cast aluminium components that are bolted to the loading extremity of the Drive-in bay to guide the pallet into position. Each entrance crescent is bolted to a stub arm with 2 M8 x 20 (circular head with allen key insert) bolts (code VITB820Z).

Code Description

08019/S Entrance crescent - Left

08019/D Entrance crescent - Right

Table 32

Table 33


Pagina 35




LOAD BEARING CAPACITY OF DRIVE-IN GUIDE RAIL

Graph 3


Pagina 36




DRIVE-IN BRACING

DRIVE-IN BRACING

Code Description

SPACC017 Angle bracing support

VITB811Z M8 x 110 Zn bolt with nut

DRIVE-IN BRACING TUNNEL LAY OUT

Table 34

Fig. 48


Pagina 37




CRUDE IRON BEAM PROFILES

CRUDE IRON BEAM PROFILES

70/4

70/5

106/3

106/4

106/5

106/6

140/3

140/4

140/5

140/6

172/6

08060 08062 08063 08064 08066 08068 08069 08070 08072 08074 08078

These profiles are ordered in tailor made lengths

Crude iron profiles are cold rolled and made from black pickled steel without any coating.

ZINC COATED BEAM PROFILE

ZINC COATED BEAM PROFILE

140/3

140/4

140/5

140/6

08079 08080 08084 08086

These profiles are ordered in tailor made lengths

Zinc coated beam profile are made from prime quality hot dipped zinc coated steel (Sendzimir procedure)

CRUDE IRON BEAM

PROFILES

ZINC COATED BEAM

PROFILE

Table 35

Table 36


Pagina 38




SMALLWARE IN BRIEF

CODE DESCRIPTION

08002 M8 x 20 Bolt with nut (Hexagonal head for general use)

VITB820B M8 x 20 bolt with nut (Rounded head with allen key insert primarily for use in the assembly of drive-in stub arms)

VITB820Z M8 x 20 bolt with nut (Circular head with allen key insert for use in frame assembly)

08907 M8 X 25 + washer + 2 nuts 08098 M8 x 30 bolt with nut 08087 M8X16 bolt for SB/UB Drive-in stub arm

VITB811Z M8 x 110 zinc bolt with nut 08095 M8 washer 08912 M8 turn buckle for platforms 08908 Bracket for horizontal bracing 08909 Counter sunk screw peg 8 x 50 P with M8 bolt 08006 10 x80 Anchor bolt 08008 12/100 dia. 18 Anchor bolt 08054 Beam brackets 08091 M8x35 bolt with M8 nut

08097- 08099 M8x25 bolt with self locking M8 nut 69825 M6x20 bolt with nut

Table 37

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