Post on 01-Apr-2016
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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
PARTS AND ACCESSORIES
OCTARIG SUSPENSION SYSTEM
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
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES
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
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES
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
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES
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
OCTARIG SUSPENSION SYSTEM
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
OCTARIG SUSPENSION SYSTEM
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
OCTARIG SUSPENSION SYSTEM
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
Evenly distributed load (kg/m) 52
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
Evenly distributed load (kg/m) 43
Bending 1/200 (cm) 4.00 - vorh. 1.89 (P) *4.00 - vorh. 2.25 (L) **
Point load at center of beam 174
Evenly distributed load (kg/m) 43
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)
Beam span 6 + 2 m 8 mPoint load at center of beam (kg) 360
Evenly distributed load (kg/m) 60
Bending 1/200 (cm) 4.00 - vorh. 3.54 (P) *4.00 - vorh. 2.99 (L) **
Point load at center of beam 262
Evenly distributed load (kg/m) 52
Bending 1/300 (cm) 2.67
6000 mm 2000 mm8000 mm
13
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
WARNING: STRUCTURAL CALCULATION OF THE CONSTRUCTION IS ABSOLUTELY NECESSARY IN EACH CASE!
SUPPORTING BEAM LENGTH: 7 + 1 m = 8 m (eccentr ic beam extension)
Beam span 7 + 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
Evenly distributed load (kg/m) 52
Bending 1/300 (cm) 2.67
7000 mm 1000 mm8000 mm
8 M
* P = point load ** L= linear load
R 290
R 290
14
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 6 + 3 m = 9 m (eccentr ic beam extension)
Beam span 6 + 3 m 9 mPoint load at center of beam (kg) 225
Evenly distributed load (kg/m) 37
Bending 1/200 (cm) 4.50 - vorh. 3.39 (P*)4.50 - vorh. 3.15 (L**)
Point load at center of beam 195
Evenly distributed load (kg/m) 34
Bending 1/300 (cm) 3.00
3000 mm9000 mm
6000 mm
* P = point load ** L= linear load
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
Evenly distributed load (kg/m) 55
Bending 1/200 (cm) 4.50
Point load at center of beam 195
Evenly distributed load (kg/m) 35
Bending 1/300 (cm) 3.00
1500 mm9000 mm
1500 mm6000 mm
R 290 R 290
R 290
15
SUPPORTING BEAM LENGTH: 1 + 7 + 1 m = 9 m (eccentr ic beam extension)
Beam span 1 + 7 + 1 m 9 mPoint load at center of beam (kg) 314
Evenly distributed load (kg/m) 55
Bending 1/200 (cm) 4.50
Point load at center of beam 195
Evenly distributed load (kg/m) 35
Bending 1/300 (cm) 3.00
1000 mm1000 mm9000 mm
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 7 + 2 m = 9 m (eccentr ic beam extension)
Beam span 7 + 2 m 9 mPoint load at center of beam (kg) 314
Evenly distributed load (kg/m) 50
Bending 1/200 (cm) 4.50 (P*)4.50 - vorh. 4.06 (L**)
Point load at center of beam 195
Evenly distributed load (kg/m) 35
Bending 1/300 (cm) 3.00
7000 mm 2000 mm9000 mm
7000 mm
* P = point load ** L= linear load
9 M
R 290
R 290 R 290
16
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 6 + 4 m = 10 m (eccentr ic beam extension)
Beam span 6 + 4 m 10 mPoint load at center of beam (kg) 157
Evenly distributed load (kg/m) 25
Bending 1/200 (cm) 5.00 - vorh. 3.54 (P*)5.00 - vorh. 3.51 (L**)
Point load at center of beam 145
Evenly distributed load (kg/m) 23
Bending 1/300 (cm) 3.33
* P = point load ** L= linear load
SUPPORTING BEAM LENGTH: 2 + 6 + 2 m = 10 m (eccentr ic beam extension)
Beam span 2 + 6 + 2 m 10 mPoint load at center of beam (kg) 241
Evenly distributed load (kg/m) 38
Bending 1/200 (cm) 5.00
Point load at center of beam 145
Evenly distributed load (kg/m) 23
Bending 1/300 (cm) 3.33
4000 mm6000 mm10000 mm
2000 mm10000 mm
2000 mm6000 mm
R 290R 290
R 290
17
SUPPORTING BEAM LENGTH: 1.5 + 7 + 1 .5 m = 10 m (eccentr ic beam extension)
Beam span 1.5 + 7 + 1.5 m 10 mPoint load at center of beam (kg) 241
Evenly distributed load (kg/m) 38
Bending 1/200 (cm) 5.00
Point load at center of beam 145
Evenly distributed load (kg/m) 23
Bending 1/300 (cm) 3.33
1500 mm 1500 mm10000 mm
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 7 + 3 m = 10 m (eccentr ic beam extension)
Beam span 7 + 3 m 10 mPoint load at center of beam (kg) 219
Evenly distributed load (kg/m) 31
Bending 1/200 (cm) 5.00 - vorh. 4.61 (P*)5.00 - vorh. 3.51 (L**)
Point load at center of beam 145
Evenly distributed load (kg/m) 23
Bending 1/300 (cm) 3.33
7000 mm 3000 mm10000 mm
7000 mm
* P = point load ** L= linear load
10 M
R 290R 290
R 290
18
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 6 + 5 m = 11 m (eccentr ic beam extension)
Beam span 6 + 5 m 11 mPoint load at center of beam (kg) 118
Evenly distributed load (kg/m) 19
Bending 1/200 (cm) 5.50 - vorh. 3.91 (P*)5.50 - vorh. 4.20 (L**)
Point load at center of beam 108
Evenly distributed load (kg/m) 15
Bending 1/300 (cm) 3.67
6000 mm11000 mm
5000 mm
* P = point load ** L= linear load
SUPPORTING BEAM LENGTH: 2.5 + 6 + 2 .5 m = 11 m (eccentr ic beam extension)
Beam span 2.5 + 6 + 2.5 m 11 mPoint load at center of beam (kg) 187
Evenly distributed load (kg/m) 27
Bending 1/200 (cm) 5.50
Point load at center of beam 108
Evenly distributed load (kg/m) 15
Bending 1/300 (cm) 3.67
2500 mm11000 mm
2500 mm6000 mm
R 290 R 290
R 290
19
SUPPORTING BEAM LENGTH: 2 + 7 + 2 m = 11 m (eccentr ic beam extension)
Beam span 2 + 7 + 2 m 11 mPoint load at center of beam (kg) 187
Evenly distributed load (kg/m) 27
Bending 1/200 (cm) 5.50
Point load at center of beam 108
Evenly distributed load (kg/m) 15
Bending 1/300 (cm) 3.67
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 7 + 4 m = 11 m (eccentr ic beam extension)
Beam span 7 + 4 m 11 mPoint load at center of beam (kg) 150
Evenly distributed load (kg/m) 21
Bending 1/200 (cm) 5.50 - vorh. 4.65 (P*)5.50 - vorh. 4.51 (L**)
Point load at center of beam 108
Evenly distributed load (kg/m) 15
Bending 1/300 (cm) 3.67
7000 mm 4000 mm11000 mm
* P = point load ** L= linear load
11 M
2000 mm 2000 mm11000 mm7000 mm
R 290 R 290
R 290
20
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 3 + 6 + 3 m = 12 m (eccentr ic beam extension)
Beam span 3 + 6 + 3 m 12 mPoint load at center of beam (kg) 145
Evenly distributed load (kg/m) 19
Bending 1/200 (cm) 6.00
Point load at center of beam 77
Evenly distributed load (kg/m) 10
Bending 1/300 (cm) 4.00
* P = point load ** L= linear load
SUPPORTING BEAM LENGTH: 6 + 6 m = 12 m (centr ic beam extension)
Beam span 6 + 6 m 12 mPoint load at center of beam (kg) 90
Evenly distributed load (kg/m) 15
Bending 1/200 (cm) 6.00 - vorh. 4.38 (P*)6.00 - vorh. 5.04 (L**)
Point load at center of beam 77
Evenly distributed load (kg/m) 10
Bending 1/300 (cm) 4.00
6000 mm12000 mm
6000 mm
3000 mm12000 mm
3000 mm6000 mm
R 290
R 290R 290
21
SUPPORTING BEAM LENGTH: 2.5 + 7 + 2 .5 m = 12 m (eccentr ic beam extension)
Beam span 2.5 + 7 + 2.5 m 12 mPoint load at center of beam (kg) 145
Evenly distributed load (kg/m) 19
Bending 1/200 (cm) 6.00
Point load at center of beam 77
Evenly distributed load (kg/m) 10
Bending 1/300 (cm) 4.00
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
SUPPORTING BEAM LENGTH: 7 + 5 m = 12 m (eccentr ic beam extension)
Beam span 7 + 5 m 12 mPoint load at center of beam (kg) 110
Evenly distributed load (kg/m) 16
Bending 1/200 (cm) 6.00 - vorh. 4.97 (P*)6.00 - vorh. 5.25 (L**)
Point load at center of beam 77
Evenly distributed load (kg/m) 10
Bending 1/300 (cm) 4.00
* P = point load ** L= linear load
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
OCTARIG SUSPENSION SYSTEM
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