H I G H P E R F O R M A N C E : O C TA R I G
The solid suspension system made by OCTANORM
exhibition systems interior design systems presentation systems cl e a n r o o m s y s t e m s software and service
O C TARIG: TH E SOLID SUSPEN S ION S YS TEM Y O UR A D D I T I O N AL V ALU E : +
Great spans and high load capacity with minimal components
+
Variable angles with hinged elements
+
Compatible with stage and event fittings
+
Individual design possibilities
+
Easy mounting of light track systems possible
+
Different fabric ceilings and banner suspension possibilities
+
Hidden cable management possible
+
Can be individualized with OCTANORM components
+
Rectangular beam extrusion can also be used as an upright when combined with a cover extrusion
+
Appealing, timeless design
2
3
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES SUPPORTING BEAM EXTRUSION 240 X 80 MM
R 102 80
R 102.01
40
240
40
31.8
aluminium Note: 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 long 53.23 kg / 117.352 lbs
R 122
COVER EXTRUSION aluminium can only be used for supporting beam extrusion R 102 6930 mm long 4.65 kg / 10.251 lbs
R 122.01 14
80 60.2
R 135
steel with 4 set screws M 1075/20 (M4) for supporting beam extrusion R 102 0.466 kg / 1.027 lbs
R 135.21 80.6
END PLATE
3
240.6
SUPPORTING BEAM CONNECTOR
R 200
aluminium / steel with 16 threads M 10 to mount the beam adaptor R 255/R 260 and eyelet for suspension maximum dead load: 400 kg 2.92 kg / 6.437 lbs
R 200.01
241
303
34
R 200 R 255
M10
80
16
80
4
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES ADAPTOR FOR SUPPORTING BEAM CONNECTOR
R 255
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 102 Note: R 255 is neccessary for mounting supporting beam R 102 between two supporting beam connectors R 200! 120 mm long 0.97 kg / 2.138 lbs
R 255.01
46
120
151.6 138
R 255
ADAPTOR FOR SUPPORTING BEAM CONNECTOR
R 200
R 260
aluminium with 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 102 Note: R 260 is necessary for mounting supporting beam R 102 between two upright extrusions DFS 84! 140 mm long 1.15 kg / 2.535 lbs
R 260.01
140
151.6 138
46
R 260
DFS 84
INTERNAL CONNECTOR STRAIGHT
R 285
aluminium with 8 countersunk screws DFL 340/5S (M10) to join 2 supporting beam extrusions R 102 Note: R 285 is necessary for mounting an extended supporting beam between two supporting beam connectors R 200! 450 mm long 2.115 kg / 4.662 lbs
R 285.01
46
450
151.6 138
INTERNAL CONNECTOR STRAIGHT
R 290 R 290.01
151.6 138
46
450
aluminium with 12 countersunk screws DFL 340/5S (M10) to join 2 supporting beam extrusions R 102 Note: R 290 is necessary for mounting an extended supporting beam R 102 between two upright extrusions DFS 84! 450 mm long 2.295 kg / 5.059 lbs
5
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES R 300
FIXING-SET WITH EYELET
R 300.37
steel can be retrofitted into the supporting beam extrusion R 102 for suspension maximum dead load: 300 kg 1.055 kg / 2.325 lbs
89
Ø 35
73
15.8
127
R 320
BEAM RETAINER FOR R 102 steel with 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
120
40
4
37
170
R 102
R 330
BEAM RETAINER FOR M 770 steel with 4 hammerhead screws M 810/HA (M10) to additionally secure the beam extrusion M 770 to the supporting beam R 102 at 90° angle Warning: has to be used for safety reasons! 0.430 kg / 0.947 lbs
R 330.37
40
120
37
25
150
M 770
R 350
steel consisting 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 350.21
160 211
HINGED END PLATE SET
M 770 R 350 45
50
6
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES BEAM EXTRUSION 200 X 40 MM
M 770 M 770.01
200
aluminium mounting of 2 tension locks Z 961/8 is possible 7000 mm long 35.533 kg / 78.336 lbs
40
R 355
plastic to cover up 24 mm dia. holes 0.001 kg / 0.002 lbs
R 355.35
1.6
7.6
CAP
24 dia. 29.2 dia
R 355
CAP
R 358
plastic to cover up 13 mm dia. holes 0.001 kg / 0.002 lbs
R 358.35
17 dia.
R 358
FIXING SET FOR ALUMINIUM TUBE
R 362 R 362.90
50 dia,
7
164
100
60
steel / aluminium with 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 kg 0.641 kg / 1.413 lbs
OCTARIG SUSPENSION SYSTEM
PARTS AND ACCESSORIES R 365
TUBE aluminium 50 mm dia. 6000 mm long 5.06 kg / 11.155 lbs
R 365.00
50
2
R 370
aluminium incl. clamping screw M4 and mounting parts M5 (SW 8 mm) to mount light tracks to the system groove 4.3 mm 0.020 kg / 0.044 lbs
R 370.21 12
FIXING CLIP
~21 32
32
S u i t a b l e f o r p owe r ra i l s : R 370
M 1172
CONNECTOR PART steel incl. 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 suspensions maximum dead load: 150 kg 0.531 kg / 1.170 lbs
M 1172.37
10
33.5
65.6
15.5
22 dia.
8 50
136
M 1174
CONNECTOR PART Steel incl. 2 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 suspensions maximum dead load: 100 kg 0.252 kg / 0.555 lbs
M 1174.37
76
8
65.6
15.5
33.5
22 dia.
8
FABRIC FIXING POSSIBILITIES
FABRIC TENSION EXTR USION M 1325
FABRIC TENSION EXTR USION M 1330
FABRIC TENSION EXTR USION M 1310
FABRIC TENSION EXTR USION M 1310
FABRIC TENSION EXTR USION M 1358
FABRIC TENSION EXTR USION M 1360
FABRIC TENSION EXTR USION SP 300
ROUND TUBE M 1458 + FABRIC CLIP M 1449
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
LEGEND
A
Cross section
G
Weight
J
Moment of inertia
W Moment of resistance i
Radius of inertia
CROSS-SECTIONAL VALUES FOR UPRIGHT EXTRUSION DFS 84 AND SUPPORTING BEAM EXTRUSION R 102:
EXTRUSION
OUTSIDE DIMENSION
CENTER LINE
A
G
Jy
Wy
iy
Jz
Wz
iz
h
b
ey
ez
ey
mm
mm
mm
mm
cm
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
u 113.9 u
40.0
ez 2
67.54
3.14
136.79 Material: aluminium EN AW-6060 T66 - specific weight: 2.70 g/cm3
w* ez
ez
w*
y
h**
h**
ey
eyo
ez
ez
ey
y
z
eyu
DESCRIPTION
DFS 84
z
R 102 10
*w = width
**h = height
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
Mounting of supporting beam extrusion R 102 to the supporting beam connector R 200 with the ada ptor R 255
Mounting of supporting beam extrusion R 102 to the upright extrusion DSF 84 with the ada ptor R 260
R 102 R 260
R 102 R 255
DFS 84
R 200
Supporting capacity values for supporting beam extrusion 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 connector R 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).
Maximum possible loads (in addition to dead weight) and the resulting calculated bowing of beams with maximum permissible bowing of 1/200 or 1/300 of the span.
R 102
Beam span (m)
1.0
1.5
2.0
2.5
3.0
3.5
4.0
Point load at center of beam (kg)
5510
3670
2750
2200
1830
1565
1365
40
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
Beam span (m)
4.5
5.0
5.5
6.0
6.5
7.0
Point load at center of beam (kg)
1210
1085
915
765
645
550
Evenly distributed load (kg/m)
490
355
265
205
160
125
(<)2.25
(<)2.50
2.75
3.00
3.25
3.50
40
240
31.8
80
R 102 40 240
Bending 1/200 (cm)
40
31.8
80
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
11
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS EXAMPLE FOR BEAM EXTENSION WITH THE INTERNAL CONNECTOR, STRAIGHT R 260 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). SUPPORTING BEAM LENGTH: 4 + 4 m = 8 m (centric beam extension) R 290
4000 mm
4000 mm
8000 mm
Beam span 4 + 4 m
8m
Point 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)
SUPPORTING BEAM LENGTH: 1 + 6 + 1 m = 8 m (eccentric beam extension) R 290
R 290
6000 mm 8000 mm
1000 mm
1000 mm
Beam span 1 + 6 + 1 m
8m
Point 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) * P = point load
2.67
** L= linear load
12
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
8M
SUPPORTING BEAM LENGTH: 6 + 2 m = 8 m (eccentric beam extension) R 290
6000 mm
2000 mm 8000 mm
Beam span 6 + 2 m
8m
Point 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
SUPPORTING BEAM LENGTH: 7 + 1 m = 8 m (eccentric beam extension) R 290
1000 mm
7000 mm 8000 mm
Beam span 7 + 1 m
8m
Point 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) * P = point load
2.67
** L= linear load
13
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS SUPPORTING BEAM LENGTH: 1.5 + 6 + 1.5 m = 9 m (eccentric beam extension) R 290
R 290
1500 mm
6000 mm 9000 mm
1500 mm
Beam span 1.5 + 6 + 1.5 m
9m
Point 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
SUPPORTING BEAM LENGTH: 6 + 3 m = 9 m (eccentric beam extension) R 290
6000 mm
3000 mm 9000 mm
Beam span 6 + 3 m
9m
Point 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) * P = point load
3.00
** L= linear load
14
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
9M SUPPORTING BEAM LENGTH: 1 + 7 + 1 m = 9 m (eccentric beam extension) R 290
R 290
7000 mm 9000 mm
1000 mm
1000 mm
Beam span 1 + 7 + 1 m
9m
Point 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
SUPPORTING BEAM LENGTH: 7 + 2 m = 9 m (eccentric beam extension) R 290
7000 mm 9000 mm
2000 mm
Beam span 7 + 2 m
9m
Point 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) * P = point load
3.00
** L= linear load
15
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS SUPPORTING BEAM LENGTH: 2 + 6 + 2 m = 10 m (eccentric beam extension)
R 290
R 290
2000 mm
2000 mm
6000 mm 10000 mm
Beam span 2 + 6 + 2 m
10 m
Point 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
SUPPORTING BEAM LENGTH: 6 + 4 m = 10 m (eccentric beam extension)
R 290
6000 mm
Beam span 6 + 4 m
10 m
Point load at center of beam (kg)
157
Evenly distributed load (kg/m)
25
Bending 1/200 (cm)
Point load at center of beam Evenly distributed load (kg/m) Bending 1/300 (cm)
* P = point load
4000 mm
10000 mm
5.00 - vorh. 3.54 (P*) 5.00 - vorh. 3.51 (L**) 145 23 3.33
** L= linear load
16
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
10 M SUPPORTING BEAM LENGTH: 1.5 + 7 + 1.5 m = 10 m (eccentric beam extension)
R 290
R 290
1500 mm
7000 mm 10000 mm
Beam span 1.5 + 7 + 1.5 m
1500 mm
10 m
Point 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
SUPPORTING BEAM LENGTH: 7 + 3 m = 10 m (eccentric beam extension)
R 290
7000 mm
3000 mm 10000 mm
Beam span 7 + 3 m
10 m
Point 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) * P = point load
3.33
** L= linear load
17
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS SUPPORTING BEAM LENGTH: 2.5 + 6 + 2.5 m = 11 m (eccentric beam extension)
R 290
R 290
6000 mm 11000 mm
2500 mm
Beam span 2.5 + 6 + 2.5 m
11 m
Point 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) Bending 1/300 (cm)
2500 mm
15 3.67
SUPPORTING BEAM LENGTH: 6 + 5 m = 11 m (eccentric beam extension)
R 290
6000 mm
5000 mm 11000 mm
Beam span 6 + 5 m
11 m
Point 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) * P = point load
3.67
** L= linear load
18
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
11 M SUPPORTING BEAM LENGTH: 2 + 7 + 2 m = 11 m (eccentric beam extension)
R 290
R 290
7000 mm 11000 mm
2000 mm
Beam span 2 + 7 + 2 m
2000 mm
11 m
Point 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
SUPPORTING BEAM LENGTH: 7 + 4 m = 11 m (eccentric beam extension)
R 290
7000 mm
4000 mm 11000 mm
Beam span 7 + 4 m
11 m
Point 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) * P = point load
3.67
** L= linear load
19
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS SUPPORTING BEAM LENGTH: 6 + 6 m = 12 m (centric beam extension)
R 290
6000 mm
6000 mm 12000 mm
Beam span 6 + 6 m
12 m
Point 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
SUPPORTING BEAM LENGTH: 3 + 6 + 3 m = 12 m (eccentric beam extension)
R 290
R 290
3000 mm
Beam span 3 + 6 + 3 m
6000 mm 12000 mm
12 m
Point 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) * P = point load
4.00
** L= linear load
20
3000 mm
OCTARIG SUSPENSION SYSTEM
PERMISSIBLE LOADS
12 M SUPPORTING BEAM LENGTH: 2.5 + 7 + 2.5 m = 12 m (eccentric beam extension)
R 290
R 290
2500 mm
7000 mm 12000 mm
Beam span 2.5 + 7 + 2.5 m
2500 mm
12 m
Point 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
SUPPORTING BEAM LENGTH: 7 + 5 m = 12 m (eccentric beam extension)
R 290
7000 mm
Beam span 7 + 5 m
12000 mm
12 m
Point 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) * P = point load
4.00
** L= linear load
21
5000 mm
OCTARIG SUSPENSION SYSTEM
PROCESSING DEATILS PLEASE INDICATE THE ARTICLE NUMBER DEFINING THE DESIRED PROCESSING OF RECTANGULAR EXTRUSION R 102 / 240 X 80 MM
B 141 Länge
80
Processing instructions: cutting, 4 stepped holes on both sides for adaptor R 255 and connector R 285
70.6
70.6
30.6
24
30.6
d ia .
For use of - R 255 adaptor for supporting beam connector - R 285 internal connector straight
B 142 Länge
70.6
110.6
24
70.6 110.6
. dia
30.6
B 147 Länge
80
13
45.5
.
dia
dia .
Processing instructions: cutting, 4 holes on both sides for tension lock Z 961/13
30.6
38
For use of - R 102 supporting beam extrusion with 4 tension locks on each side
80
Processing instructions: cutting, 6 stepped holes on both sides for adaptor R 260 and connector R 290
13
For use of - R 260 adaptor for supporting beam connector - R 290 internal connector straight
Scan here for more information on our OCTArig suspension system.
22
45.5
HOW TO USE OCTARIG COMPONENTS IN COMBINATION WITH MAXIMA SYSTEM COMPONENTS
R 200 + 3 x R 255
R 320
R 350
R 362 / R 365
R 370
M 1325 + FIXING SET M 1345
M 1358
M 1361
AW 7948.GB_OCTArig_11/2014
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