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pro

du

ct r

ang

e 1.

10

GT 24 –The universal girder

The girder that cutsyour shuttering costs!

Light and manageable forslabs

Yet strong enough for walls

And still cost effective incustom formwork

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The GT 24 lattice girderAn investment in lower shuttering costs

The formwork girder as the maincomponent of slab and wall form-work tends to determine whetheryour forms are cost effective.Rather than the initial outlay, it isthe service life and handling coststhat are crucial.

The GT 24 from PERIguarantees both:– a long life– and rapid shuttering thanks

to fewer individual parts.

Successful buildingcontractors use this girderfrom PERI because it is:

Light and manageable forslabs

Yet strong enough for walls

And still cost effective incustom formwork

Designed to last by timberspecialists. The patented chordwith finger joints has practically nocavities that could trap water, andthe latticework is well ventilatedeven while the girders are stacked.

Comparisonwith GT 24 VT 20K GT 24 Diff. %

Permissiblereaction 22 kN 28 kN* +27%

Permissiblebending moment 5 kNm 7 kNm* +40%

Flexural stiffness 429 kNm2 800 kNm2 +86%

Weight 5,9 kg/m 5,9 kg/m ± 0%

*can even be supported at the node

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Colour code

The common lengths of the GT 24girder are colour coded for ease ofhandling in the yard and on site.

Steel caps prolong lifebecause:

– the ends of girders are wellprotected and

– the metal discourages peoplefrom sawing them off.

Monitoringsymbol

Eberhard Claus, Shuttering Manager for MaxGiese GmbH in Trappenkamp: “We have beenworking with PERI formwork girders for over20 years. The oldest T 70V girders still inregular use are 20 years old. The GT 24, this isan example manufactured in 1985, is alsovirtually indestructible.”

The fact that the markings are still legible isproof that the GT 24 really lasts!

Many GT 24 customers haveconfirmed how long the girderlasts, 10 years is not uncommon.

Durability achieved with6 x 8cm chords,

whose entire section is connectedto the bracing with twin morticeand tenon joints to preventsplitting.

Very strong for its weight

Permissible shear force onbracing = 14kNPermissible bending moment= 7kNmMoment of inertia (Ix) 8000cm3

PERI tables for slab and wallformwork and German BuildingRegulations approvalZ - 9.1 - 157 are available.

Year of manufacture

Production date

Length in cm (rounded)

Length Colour270300330360390

The GT 24 lattice girder -the one that cuts shuttering costs.

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The GT 24 in wall formwork

PERI VARIO GT 24 is thegirder wall formworksystem with continuouslyadjustable slot coupling.

From industrial through tohousing construction, bridgeabutments to retaining walls,with the GT 24 any layout andany height up to 18m can beshuttered with one panel.

10.70 m high walls shuttered withsingle unit using VARIO GT 24.

The 30 cm increments of the GT 24make it easier to adjust the form-work to the height required, for thegable wall of housing in this case.

Layout of an example of VARIOtensionproof GT 24 formwork.

5

21

fK = Cantilever deflectionfF = Span deflection* See page 16 for explanation

Freshconcretepressure[kN/m2]

Girderspacing

aperm.

[m]

deflection*[mm]

fK fF B C D

Waling load [kN/m]

A E

Load case 1

Walingspacing

[m]

Load case 2

Load case 3 Waling position for SB 1

Load case 4

Load case 5

ac

k

30 0.56 0.9 0.7 34 49 1540 0.44 0.8 0.7 46 62 1550 0.36 0.6 0.7 58 72 1560 0.32 0.5 0.8 70 77 1470 0.29 0.4 0.8 80 80 1480 0.27 0.4 0.7 89 80 14

30 0.40 1.5 2.3 42 5740 0.32 2.5 3.0 57 6750 0.28 3.9 3.4 72 7260 0.24 4.2 3.4 86 7670 0.21 4.0 3.2 98 7780 0.20 3.8 3.0 106 77

30 0.47 0.4 1.4 27 52 1940 0.37 0.4 1.3 37 66 2050 0.34 0.3 1.1 48 76 2060 0.33 0.3 1.0 59 82 2070 0.33 0.3 1.0 69 84 2080 0.33 0.4 1.0 78 84 20

30 0.57 0.9 0.8 29 44 2440 0.44 0.9 0.7 40 57 2650 0.39 0.8 0.6 50 68 2660 0.38 0.7 0.6 61 74 2570 0.36 0.7 0.5 72 76 2580 0.32 0.6 0.5 80 76 25

30 0.75 1.9 0.3 31 34 3340 0.59 1.2 0.2 42 47 3450 0.47 1.0 0.3 52 57 3560 0.39 0.9 0.3 63 63 3470 0.34 0.8 0.3 74 66 3480 0.31 0.7 0.3 83 65 34

a = 0.46b = 1.18c = 1.18k = 1.05

a = 0.46b = 1.18c = 1.48k = 0.74

a = 0.46b = 1.18c = 1.78k = 0.46

a = 0.46b = 2.07k = 1.35

a = 0.46b = 1.48c = 1.48k = 0.46

B

A

b

C

VARIO GT 24GT 24 Girder, l = 3.88 m

■ Extract from PERI’sbook of tables

VARIO GT 24 being loaded ontoa ship in the Port of Hamburg.

Complicated bridge abutmentwith VARIO GT 24.

VARIO wall formwork allows walls up to18 m high to be shuttered with one unit.

VARIO in industrial construction

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The GT 24 in wall formwork

The GT 24 is also the maincomponent of the RUNDFLEXand GRV circular formworksystems.RUNDFLEX is used to constructsewage plants, spiral ramps forcar parks, silos etc with a widevariety of curvatures.

A closed ring of PERI GRV form-work allows circular structuresto be built without ties.

Complete circular tank shuttered with GRVand GT 24 girders, without using any ties.

PERI GRV and GT 24 girders usedfor tapered column formwork.

Sewage works shutteredwith RUNDFLEX.

RUNDFLEX being usedto construct a leisurepool with varying radii.

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VARIO GT 24 columnformworkPERI VARIO column form-work can be used to produceany cross-section(circular, rectangular or irregular)and any height.

21.00 m high columns withVARIO column formwork.

The waling arrangement is flexible tosuit the fresh concrete pressure.

Square columns withVARIO column formwork.

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a

b

c

0,60

0,90

1,20

1,50

1,80

2,10

2,40

d = 0,25 m

3-S, 21 mm

a = 0,50 m

c = 1,20 m

b = 2,70 m

F= 27,2 kN

MULTIFLEX

GT 24 / VT 20Deckenstärke d [m]

Belastung q [kN/m2]

Zulässiger Jochträgerabstand b [m]

Vorhandene Stützenlast F [kN]

Querträgerabstand a [m]

Stützenabstand c [m]

Belastung:Nach DIN 4421

Durchbiegung: Beschränkt auf l/500

Berechnungsgrundlage ist eine Dreischichtplatte

21 mm mit E=7500 N/mm2 (durchfeuchtet) und

zulässiger σB=6,5 N/mm2 (durchfeuchtet).

Ausgabe 2002

Beispiel :

Vorhandene Deckenstärke

Gewählte Schalhaut 3-S-Platte

Gewählter Querträgerabstand

Gewählter Stützenabstand

Zulässiger Jochträgerabstand

Vorhandene Stützenlast

a

b

c

0,60

0,90

1,20

1,50

1,80

2,10

2,40

d = 0,25 m

3-S, 21 mm

a = 0,50 m

c = 0,90 m

b = 2,70 m

F= 20,4 kN

MULTIFLEX

VT 20 / VT 20

Deckenstärke d [m]

Belastung q [kN/m2]

Zulässiger Jochträgerabstand b [m]

Vorhandene Stützenlast F [kN]

Querträgerabstand a [m]

Stützenabstand c [m]

Belastung: Nach DIN 4421

Durchbiegung: Beschränkt auf l/500

Berechnungsgrundlage ist eine Dreischichtplatte

21 mm mit E=7500 N/mm2 (durchfeuchtet) und

zulässiger σB=6,5 N/mm2 (durchfeuchtet).

Ausgabe 2002

Beispiel :

Vorhandene Deckenstärke

Gewählte Schalhaut 3-S-Platte

Gewählter Querträgerabstand

Gewählter Stützenabstand

Zulässiger Jochträgerabstand

Vorhandene Stützenlast

a

b

c

0,60

0,90

1,20

1,50

1,80

2,10

2,40

d = 0,25 m3-S, 21 mma = 0,625 mc = 1,20 mb = 2,80 mF= 28,0 kN

MULTIFLEXGT 24 / GT 24

Deckenstärke d [m]Belastung q [kN/m2]Zulässiger Jochträgerabstand b [m]Vorhandene Stützenlast F [kN]Querträgerabstand a [m]

Stützenabstand c [m]

Belastung: Nach DIN 4421Durchbiegung: Beschränkt auf l/500Jochunterstützung: Im Trägerknoten

Berechnungsgrundlage ist eine Dreischichtplatte21 mm mit E=7500 N/mm2 (durchfeuchtet) undzulässiger σB=6,5 N/mm2 (durchfeuchtet).Ausgabe 2002

Beispiel :

Vorhandene DeckenstärkeGewählte Schalhaut 3-S-PlatteGewählter QuerträgerabstandGewählter StützenabstandZulässiger JochträgerabstandVorhandene Stützenlast

The GT 24 in slab formwork

PERI MULTIFLEX GT 24, thegirder formwork for anylayout and height.

The universal, rigid anddurable GT 24 lattice girdercopes with large spans to reducethe number of formwork compo-nents that have to be erected andstruck.

Using the MULTIPROP drasticallyreduces the number of props andincreases the cost effectivenessof the system. Particularly incombination with the GT 24 withits high shear strength.

PERI MULTIFLEX tableslide-rules simplifyplanning.

With the GT 24 from PERI youneed up to 20% fewer girders,and fewer props, and fewer …

The GT 24 allows a main girder spacingof 2.80m with props at 90 cm centressupporting slabs up to 35 cm deep.

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77

a a a

b

b

a

cc

c

Slab thick-ness [m]

Loading q*[kN/m2]

Secondarybeam spacing

a [m]

0.60

0.90

1.20

1.50

1.80

2.10

2.40

Main beam spacin

g

Prop spacing

Secondary beam spacing

Beam length Item no.

0.90m 0751001.20m 0751201.50m 0751501.80m 0751802.10m 0752102.40m 0752402.70m 0752703.00m 0753003.30m 0753303.60m 0753603.90m 0753904.20m 0754204.50m 0754504.80m 0754805.10m 0755105.40m 0755405.70m 0755706.00m 075600

* Loading to DIN 4421:

Formwork load g = 0.40 kN/m2

Concrete load b = 26 kN/m3 x d (m)Live load p = 0.20 x b

1.5 ≤ p ≤ 5.0 kN/m2

Total load q = g + b + p

The deflection has been limited to l/500.Main girder support at node inter-sections.Secondary girders assumed single span.

Table values mean the following:

2.87 Perm. main beam spacing b [m]

28.0 Existing prop load [kN]

MULTIFLEXGT 24 Girders as slab beams

Per

m. sp

an f

or

mai

n g

ird

erP

rop

sp

acin

g c

[m

]

■

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PD 8 tableforms with GT 24

The GT 24 girder intableforms

PERI UNIPORTAL the quick andflexible tableform

Extract from PERI’sbook of tables

MULTIFLEX GT 24 andMULTIPROP 350 are anideal match.

10

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The GT 24 in custom formwork

The GT 24 is also the rightgirder for custom solutions.

Its higher load capacity thanformwork girders, and overallheight of only 200 mm, mean youneed fewer components andsupport.

This saves labour costs everytime you use it on any site.

Tunnel forms with extra long (9m)GT 24 girders.

Arched bridge with panels preassembledfrom GT 24 and GRV walers.

11

R =

10,

00m

Pier capital formwork for anurban motorway in Korea.

The GT 24 being used to construct the boxgirder formwork for a bridge superstructure.

R =

10.

00m

9181214

15101806

21022398

26942990

32863582

38784174

44704766

50625358

56545950

311

2694

55

80

1

30

296 296

311

296163

240

120

6060

80

28

GT 24 Girder

Weight kg Item no.

12

GT 24 GirderGerman ApprovalCertificate No. Z-9.1-157Perm. Shear Force QD = 14.0kN* * QD = Permiss. shear force on compression strutsPerm. Shear Force QZ = 13.0kN** **QZ = Permiss. shear force on tension strutsPerm. Bending Moment M = 7.0kNmMoment of Inertia ly = 8000cm4

Nominal Lengths0.60m RF 4,45 075090

0.90m 5,30 0751001.20m 7,10 075120

To simplify handling the most 1.50m 8,90 075150 common GT 24 Girders are 1.80m 10,60 075180 colour coded for length. 2.10m 12,40 075210

2.40m 14,20 075240 brown 2.70m 15,90 075270 grey 3.00m 17,70 075300 blue 3.30m 19,50 075330 red 3.60m 21,20 075360 green 3.90m 23,00 075390

4.20m 24,80 0754204.50m 26,60 0754504.80m 28,30 0754805.10m 30,10 0755105.40m 31,90 0755405.70m 33,60 0755706.00m 35,40 075600

GT 24 Special Lengths 5,90/m 0750006.00-17.80m

Girder Joint 070700

GT 24 Girder 270 Fixpos 15,90 075290Complete with:Postitioning nibs, item no. 105485 andTSS Torx 8x78, galv. item no. 103443(each 1x).

End Protection Cap GT 24, galv. 0,06 070750For protecting timber chord of girderagainst being sawn off accidentally.

Girder joint

Girder end296 = standard joint spacing

200

24502650

29003300

36003900

45004900

5900

80

27

4040

120

21501450

24502900

33003600

39004900

5900

80

27

4040

80160

140 14050

22

VT 20K, VT 16K GirderWeight kg Item no.

VT 20K GirderWith steel end caps.German ApprovalCertificate No. Z-9.1-216

perm. Q = 11.0kNperm. M = 5.0kNm ly = 4290cm4

Nominal lengths1.45m 8,56 0749902.15m 12,70 0749052.45m 14,46 0749102.65m 15,64 0748902.90m 17,11 0749203.30m 19,47 0749303.60m 21,24 0749403.90m 23,01 0749504.50m 26,55 0749604.90m 28,91 0749705.90m 34,81 074980

VT 20 Special Lengths 5,70/m 0748705.90-18.00m

Cutting Cost VT Girder 074900

VT 16K GirderGerman ApprovalCertificate No. Z-9.1-216

Perm. Shear Force Q = 8.5kNPerm. Bending Moment M = 3.5kNmMoment of Inertia ly = 2420cm4

Nominal Lengths2.45m 11,27 0746102.90m 13,34 0746203.30m 15,18 0746303.60m 16,56 0746403.90m 17,94 0746504.90m 22,54 0746605.90m 27,14 074670

Cutting Cost VT Girder 074900

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PERI S.A. (Succursale au Maroc)Route de Rabat, km. 5Piste de Beni TouzineTangerTel.: ++212 /39 31 75 48Fax: ++212 /39 31 7549perimaro@iam.net.ma

PERI FormworkEngineering Ltd.16 Moshe Dayan st.P.O. Box 10202Kiriat AriePetach Tikva 49002Tel.: ++972 /3/ 9 24 93 32Fax: ++972 /3/ 9 24 93 31info@peri-il.com

PERI BULGARIA EOOD9-11 Gebedje Str.1612 Sofia / BulgariaTel.: ++3 59 /2/ 9 15 19 55Fax: ++3 59 /2/ 9 15 19 66peri.bulgaria@peri.bgwww.peri.bg

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Slovenia

Slovakia

Australia

Estonia

Greece

Brazil

Chile

Philippines

Romania

Iceland

Kazakhstan

Russian Federation

South Africa

Ukraine

Egypt

Serbia/Montenegro

Mexico

Latvia

United Arab Emirates

Canada

Lebanon

Lithuania

Morocco

Israel

Bulgaria

Scaffolding

UP T 70 / T 100Frame scaffolding

UP RosettModular scaffolding

UP RosettShoring

Further Systems

ELPOS, Software forformwork planning

PlywoodSite equipmentBrace framesFormwork accessoriesCustom forms

The PERI Delivery Program

Climbing Formwork

KG and CBClimbing systems

ACSSelf climbing formwork

SKS and SSCSingle sided climbingformwork

Shoring SystemsST 100Stacking tower

HD 200Heavy duty prop

PERI MULTIPROPThe Alu prop

PERI PEP PropPEP = PERI EURO-PROP

Girder Wall Formwork

VARIO GT 24Wall, column formwork

RUNDFLEX and GRVCircular formwork

FTFFacade formwork

Panel FormworkTRIO, TRIO-L, TRIO 330Versatile panel systemHOUSINGREPLIABLEDOMINOLight weight panel systemHANDSETThe "one man" panel system

Alu-Slab Formwork

PERI SKYDECKAlu slab formwork system

Platform Systems

Folding Platform FB 180Universal working andprotective scaffold toDIN 4420

ASG 160The light platform systemfor building trades

Girder Slab Formwork

MULTIFLEXGirder slab formwork

UNIPORTAL /Table ModulesTable form

PD 81 system for 3 applications

Column FormworkRAPIDAlu column formwork

TRIOColumn formwork

QUATTROThe fast column formwork

PERI SRSCircular column formwork

PERI GmbHP.O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 9 50-0Fax: 0 73 09 / 9 51 -0info@peri.dewww.peri.de

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