OCTANORM OCTArig

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H I G H P E R F O R M A N C E : O C TA R I GThe sol id suspension system made by OCTANORM

AW 7

948.

GB_O

CTAr

ig_0

5/20

14

YOUR ADDIT IONAL VALUE:

Great spans and h igh load capac i ty wi th min imal components

Var iab le ang les wi th h inged e lements

Compat ib le wi th s tage and event f i t t ings

Ind iv idua l des ign poss ib i l i t ies

Easy mount ing o f l igh t t rack sys tems poss ib le

Di f fe rent fabr ic ce i l ings and banner suspens ion poss ib i l i t ies

H idden cab le management poss ib le

Can be ind iv idua l i zed wi th OCTANORM components

Rectangu lar beam ext rus ion can a lso be used as an upr ight when combined wi th a cover ex t rus ion

Appea l ing , t ime less des ign

OCTARIG: THE SOLID SUSPENSION SYSTEM

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OCTARIG: THE SOLID SUSPENSION SYSTEM

PARTS AND ACCESSORIES

OCTARIG SUSPENSION SYSTEM

4

SUPPORTING BEAM EXTRUSION240 X 80 MM

COVER EXTRUSION

END PLATE

SUPPORTING BEAM CONNECTOR

aluminiumNote: for adaptor R 255/R 260 and connector R 285/R 290 for mounting 4 tension locks Z 961/13,Note: the drilling is recommended to be done by OCTANORM! For processing details, see page 22!6930 mm long53.23 kg / 117.352 lbs

aluminiumcan only be used for supporting beam extrusion R 1026930 mm long4.65 kg / 10.251 lbs

steelwith 4 set screws M 1075/20 (M4)for supporting beam extrusion R 1020.466 kg / 1.027 lbs

aluminium / steelwith 16 threads M 10 to mount the beam adaptor R 255/R 260 and eyelet for suspensionmaximum dead load: 400 kg2.92 kg / 6.437 lbs

R 102.01

R 122.01

R 135.21

R 200.01

R 102

R 122

R 135

R 200

80

240

404031

.8

80

14

60.2

240.6

80.6

3

80

241

80

R 200R 255

16

M10

34

303



INTERNAL CONNECTOR STRAIGHT

aluminiumwith 8 countersunk screws DFL 340/5S (M10) to join 2 supporting beam extrusions R 102Note: R 285 is necessary for mounting an extended supporting beam between two supporting beam connectors R 200!450 mm long2.115 kg / 4.662 lbs

R 285.01

R 285

46

151.6

450

138

ADAPTOR FOR SUPPORTING BEAM CONNECTOR

ADAPTOR FOR SUPPORTING BEAM CONNECTOR

INTERNAL CONNECTOR STRAIGHT

Aluminium with 4 cylinder screws R 255/21 (M10)to mount to supporting beam connector R 200 and with 4 countersunk screws DFL 340/5S (M10) to mount supporting beam extrusion R 102Note: R 255 is neccessary for mounting supporting beam R 102 between two supporting beam connectors R 200!120 mm long0.97 kg / 2.138 lbs

aluminiumwith 4 cylinder screws R 260/21 (M10) to mount to upright extrusion DFS 84 and with 6 countersunk screws DFL 340/5S (M10) to mount supporting beam extrusion R 102Note: R 260 is necessary for mounting supporting beam R 102 between two upright extrusions DFS 84!140 mm long1.15 kg / 2.535 lbs

aluminiumwith 12 countersunk screws DFL 340/5S (M10) to join 2 supporting beam extrusions R 102Note: R 290 is necessary for mounting an extended supporting beam R 102 between two upright extrusions DFS 84!450 mm long2.295 kg / 5.059 lbs

R 255.01

R 260.01

R 290.01

R 255

R 260

R 290

151.6

46

138

120

5

140

151.6138

46

151.6138

4645

0

R 200R 255

R 260

DFS 84



F IX ING-SET WITH EYELET

steelcan be retrofitted into the supporting beam extrusion R 102 for suspensionmaximum dead load: 300 kg1.055 kg / 2.325 lbs

R 300.37

R 300

73

127

15.8

89

Ø 35

BEAM RETAINER FOR R 102

steelwith 2 hammerhead screws M 810/HA (M10) and 2 hammerhead screws E 265 (M10) to additionally secure 2 supporting beams R 102 at 90° angle Note: has to be used for safety reasons!0.460 kg / 1.014 lbs

R 320.37

R 320

170

404

120

37

BEAM RETAINER FOR M 770

HINGED END PLATE SET

steelwith 4 hammerhead screws M 810/HA (M10) to additionally secure the beam extrusion M 770 to the supporting beam R 102 at 90° angleWarning: has to be usedfor safety reasons!0.430 kg / 0.947 lbs

steelconsisting of 2 hinged flange plates M 1557,2 hinged end plates M 1541 and 1 wing nut set (2 pcs.) R 350/FS to mount the beam extrusion M 770 at various angles to the supporting beam extrusion R 102 0.982 kg / 2.164 lbs

R 330.37

R 350.21

R 330

R 350

150

402537

120

160

211

50

45

6

R 102

M 770

M 770

R 350

CAP

plasticto cover up 13 mm dia. holes0.001 kg / 0.002 lbs

R 358.35

R 358

17 dia.

7

BEAM EXTRUSION200 X 40 MM

CAP

aluminiummounting of 2 tension locks Z 961/8 is possible6930 mm long35.533 kg / 78.336 lbs

plasticto cover up 24 mm dia. holes0.001 kg / 0.002 lbs

M 770.01

M 770

R 355

7.6

24 dia.

29.2 dia1.

6

200

40

R 355.35

R 355



R 358

F IX ING SET FOR ALUMINIUM TUBE

steel / aluminiumwith hammerhead screw E 265 and clamp for tube 50 mm dia.can be inserted sideways into the system groove 4.3 mm maximum dead load: 100 kg0.641 kg / 1.413 lbs

R 362.90

R 362

60

50 dia,

100

164

FIX ING CL IP

aluminiumincl. clamping screw M4 and mounting parts M5 (SW 8 mm) to mount light tracks to the system groove 4.3 mm0.020 kg / 0.044 lbs

R 370.21

R 370

TUBE

aluminium50 mm dia.6000 mm long5.06 kg / 11.155 lbs

R 365.00

R 365



8

CONNECTOR PART

steelincl. 3 set screws M 1435/70 (M8) and 2 round head screws with flange M 1557/20 (M6)for mounting to system groove 4.3 mm, to be used for rope suspensionsmaximum dead load: 150 kg0.531 kg / 1.170 lbs

M 1172.37

M 1172

22 dia.

136

15.5

50

33.5

8

10

65.6

50

2

32 32

~21

12

CONNECTOR PART

Steelincl. 2 set screws M 1435/70 (M8) and 2 round head screws with flangeM 1557/20 (M6)for mounting to system groove 4.3 mm to be used for rope suspensionsmaximum dead load: 100 kg0.252 kg / 0.555 lbs

M 1174.37

M 1174

22 dia.

76

15.5

65.6

8

33.5

Sui tab le for power ra i ls :

R 370

FABRIC F IX ING POSSIBIL IT IES

FABRIC TENSION EXTRUSION M 1325 FABRIC TENSION EXTRUSION M 1330 FABRIC TENSION EXTRUSION M 1310

FABRIC TENSION EXTRUSION M 1310 FABRIC TENSION EXTRUSION M 1358 FABRIC TENSION EXTRUSION M 1360

FABRIC TENSION EXTRUSION M 1361 ROUND TUBE M 1458 + FABRIC CLIP M 1449

EXTRUSION OUTSIDE DIMENSION

CENTER LINE A G Jy Wy iy Jz Wz iz

DESCRIPTIONh b ey ez ey ez

mm mm mm mm cm2 kg/m cm4 cm3 cm cm4 cm3 cm

DFS 84 80.00 80.00 40.00 40.00 29.687 8.02 232.14 58.03 2.79 232.14 58.03 2.79

R 102 240.00 80.00 o 126.1 o 40.0 27.47 7.42 1724.50 151.36 7.92 270.17 67.54 3.14

u 113.9 u 40.0 136.79

Material: aluminium EN AW-6060 T66 - specific weight: 2.70 g/cm3


PERMISSIBLE LOADS

LEGEND

Cross sect ion

Weight

Moment o f iner t ia

Moment o f res is tance

Rad ius o f iner t ia

A

G

J

W

i

CROSS-SECTIONAL VALUES FOR UPRIGHT EXTRUSION DFS 84 AND SUPPORTING BEAM EXTRUSION R 102:

10

DFS 84

R 102

w*ez

ez

z

z

y

w*

ezez

h**

e yoe yu

h**

e ye y

y

*w = width **h = height

11


PERMISSIBLE LOADS

Mount ing o f suppor t ing beam ext rus ion R 102 to the suppor t ing beam connector R 200 wi th the adaptor R 255

Maximum possible loads ( in addit ion to dead weight) and the result ing calculated bowing of beams with maximum permissible bowing of 1/200 or 1/300 of the span.

DFS 84

R 260

R 102

Mount ing o f suppor t ing beam ext rus ion R 102 to the upr ight ex t rus ion DSF 84 wi th the adaptor R 260

R 200

R 255

R 102

Support ing capaci ty va lues for support ing beam extrus ion R 102 The data stated below are subject to a construction preventing a twist of the beams. For twist buckling or twist torsional buckling, evidence must be provided separately. Values marked in blue mean that the maximum permissible tension with a safety factor of 1.35 has been reached. Dead load of the extrusion has already been accounted for, so that the indicated capacities can be used completely for additional extrusions or exhibits. A simple support has been assumed to illustrate the load capacity and bowing of R 102. The supporting beam connectorR 200 (or DFS 84) and the supporting beam extrusion R 102 can take a maximum weight of 3.99 kNm in combination with the adaptor for supporting beam extrusion R 255 (or R 285), or of maximum 5.49 kNm with R 260 (or R 290).

R 102 Beam span (m) 1.0 1.5 2.0 2.5 3.0 3.5 4.0Point load at center of beam (kg) 5510 3670 2750 2200 1830 1565 1365

Evenly distributed load (kg/m) 11040 4900 2750 1760 1220 890 685

Bending 1/200 (cm) <0.50 <0.75 <1.00 <1.25 <1.50 <1.75 <2.00

Point load at center of beam 5510 3670 2750 2200 1830 1510 1150

Evenly distributed load (kg/m) 11040 4900 2750 1760 1090 660 460

Bending 1/300 (cm) <0.33 <0,50 <0.67 <0.83 (<)1.00 1.17 1.33

R 102 Beam span (m) 4.5 5.0 5.5 6.0 6.5 7.0Point load at center of beam (kg) 1210 1085 915 765 645 550

Evenly distributed load (kg/m) 490 355 265 205 160 125

Bending 1/200 (cm) (<)2.25 (<)2.50 2.75 3.00 3.25 3.50

Point load at center of beam (kg) 910 735 603 502 422 358

Evenly distributed load (kg/m) 325 235 176 134 104 82

Bending 1/300 (cm) 1.50 1.67 1.83 2.00 2.17 2.33

80

240

404031

.8

80

240

404031

.8

12


PERMISSIBLE LOADS

EXAMPLE FOR BEAM EXTENSION WITH THE INTERNAL CONNECTOR, STRAIGHT R 260

SUPPORTING BEAM LENGTH: 1 + 6 + 1 m = 8 m (eccentr ic beam extension)

Beam span 1 + 6 + 1 m 8 mPoint load at center of beam (kg) 410

Evenly distributed load (kg/m) 82

Bending 1/200 (cm) 4.00

Point load at center of beam 260


Bending 1/300 (cm) 2.67

WARNING: STRUCTURAL CALCULATION OF THE CONSTRUCTION IS ABSOLUTELY NECESSARY IN EACH CASE!

NOTE: The two examples show that the possible permissible load for the same total length increases the closer the internal connector

is located towards the edge of the supporting beam (hinged).

* P = point load ** L= linear load

SUPPORTING BEAM LENGTH: 4 + 4 m = 8 m (centr ic beam extension)

Beam span 4 + 4 m 8 mPoint load at center of beam (kg) 174


Bending 1/200 (cm) 4.00 - vorh. 1.89 (P) *4.00 - vorh. 2.25 (L) **



Bending 1/300 (cm) 2.67- vorh. 1.89 (P) 2.67 - vorh. 2.25 (L)

1000 mm8000 mm6000 mm1000 mm

4000 mm8000 mm

4000 mm

R 290

R 290 R 290

SUPPORTING BEAM LENGTH: 6 + 2 m = 8 m (eccentr ic beam extension)



Bending 1/200 (cm) 4.00 - vorh. 3.54 (P) *4.00 - vorh. 2.99 (L) **



Bending 1/300 (cm) 2.67

6000 mm 2000 mm8000 mm

13


PERMISSIBLE LOADS

WARNING: STRUCTURAL CALCULATION OF THE CONSTRUCTION IS ABSOLUTELY NECESSARY IN EACH CASE!




Bending 1/200 (cm) 4.00



Bending 1/300 (cm) 2.67

7000 mm 1000 mm8000 mm

8 M


R 290

R 290

14


PERMISSIBLE LOADS




Bending 1/200 (cm) 4.50 - vorh. 3.39 (P*)4.50 - vorh. 3.15 (L**)



Bending 1/300 (cm) 3.00

3000 mm9000 mm

6000 mm


SUPPORTING BEAM LENGTH: 1.5 + 6 + 1 .5 m = 9 m (eccentr ic beam extension)

Beam span 1.5 + 6 + 1.5 m 9 mPoint load at center of beam (kg) 314


Bending 1/200 (cm) 4.50



Bending 1/300 (cm) 3.00

1500 mm9000 mm

1500 mm6000 mm

R 290 R 290

R 290

15




Bending 1/200 (cm) 4.50



Bending 1/300 (cm) 3.00

1000 mm1000 mm9000 mm


PERMISSIBLE LOADS




Bending 1/200 (cm) 4.50 (P*)4.50 - vorh. 4.06 (L**)



Bending 1/300 (cm) 3.00

7000 mm 2000 mm9000 mm

7000 mm


9 M

R 290

R 290 R 290

16


PERMISSIBLE LOADS







Bending 1/300 (cm) 3.33





Bending 1/200 (cm) 5.00



Bending 1/300 (cm) 3.33

4000 mm6000 mm10000 mm

2000 mm10000 mm

2000 mm6000 mm

R 290R 290

R 290

17




Bending 1/200 (cm) 5.00



Bending 1/300 (cm) 3.33

1500 mm 1500 mm10000 mm


PERMISSIBLE LOADS







Bending 1/300 (cm) 3.33

7000 mm 3000 mm10000 mm

7000 mm


10 M

R 290R 290

R 290

18


PERMISSIBLE LOADS







Bending 1/300 (cm) 3.67

6000 mm11000 mm

5000 mm





Bending 1/200 (cm) 5.50



Bending 1/300 (cm) 3.67

2500 mm11000 mm

2500 mm6000 mm

R 290 R 290

R 290

19




Bending 1/200 (cm) 5.50



Bending 1/300 (cm) 3.67


PERMISSIBLE LOADS







Bending 1/300 (cm) 3.67

7000 mm 4000 mm11000 mm


11 M

2000 mm 2000 mm11000 mm7000 mm

R 290 R 290

R 290

20


PERMISSIBLE LOADS




Bending 1/200 (cm) 6.00



Bending 1/300 (cm) 4.00


SUPPORTING BEAM LENGTH: 6 + 6 m = 12 m (centr ic beam extension)






Bending 1/300 (cm) 4.00

6000 mm12000 mm

6000 mm

3000 mm12000 mm

3000 mm6000 mm

R 290

R 290R 290

21




Bending 1/200 (cm) 6.00



Bending 1/300 (cm) 4.00


PERMISSIBLE LOADS







Bending 1/300 (cm) 4.00


2500 mm 2500 mm12000 mm7000 mm

7000 mm 5000 mm12000 mm

12 M

R 290 R 290

R 290

B 141

B 142

B 147


PROCESSING DEATILS

22

For use of- R 255 adaptor for supporting beam connector- R 285 internal connector straight

Processing instructions:cutting, 4 stepped holes on both sides for adaptor R 255 and connector R 285

For use of- R 260 adaptor for supporting beam connector- R 290 internal connector straight

Processing instructions:cutting, 6 stepped holes on both sides for adaptor R 260 and connector R 290

For use of- R 102 supporting beam extrusion with 4 tension locks on each side

Processing instructions:cutting, 4 holes on both sides for tension lock Z 961/13

PLEASE INDICATE THE ARTICLE NUMBER DEFINING THE DESIRED PROCESSING OF RECTANGULAR EXTRUSION R 102 / 240 X 80 MM

Scan here for more informat ion on our OCTAr ig suspension system.

Länge

30.670.6 70.6

30.6

Länge

30.6 70.6 70.6 30.6110.6 110.6

45.5

Länge

45.5

38

13 dia. 13 di

a.

24 dia.

24 di

a.

8080

80

HOW TO USE OCTARIG COMPONENTS IN COMBINATION WITH MAXIMA SYSTEM COMPONENTS

M 1358 M 1361

R 320

M 1325 + FIX ING SET M 1345

R 200 + 3 x R 255

R 350

R 370

R 362 / R 365

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M o r e i n f o rma t i on : www.oc t ano rm .com

I n t e r e s t e d ? F o r f u r t h e r i n f o r m a t i o n p l e a s e g e t i n c o n t a c t w i t h u s ! W e l c o m e t o O C TA N O R M !

AW 7

948.

GB_O

CTAr

ig_0

5/20

14

Date post:	01-Apr-2016
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