Multiform - 2/3/4/5m - ht 2,30/2,50m
Lightweight structures for all
small occasions
Frame
ƒƒ Portals, and intermediate
frames in anodised aluminium
profile
ƒƒ Base plates and connection
pieces in galvanised steel
ƒƒ Roof and lateral bracing by
diagonal bar in aluminium
Tension
ƒƒ Roof tension by steel bar and
cam system
ƒƒ Wall tension by ground rail in
pre-galvanised steel
Covers
ƒƒ PVC coated polyester fabric,
white translucent, flame
retardant to M2 French
standard
ƒƒ Roof covers with sleeves and
scalloped valance
ƒƒ Combined gable triangle and
gable walls with left hand and
right hand roll-up openings,
exterior sleeve
ƒƒ Lateral walls split centrally, with
tiebacks, outside lacing, exterior
sleeve and mud flap
Gable bay
2
3
4
5
Various type of lateral bracing
1. horizontal bar
3m
2. vertical bar
3m
3. cables
3m
Tension system
Gutter
Roof cover
Specifications
Span
Roof
beam
Valance
Leg head
L1 to L4
Overall width
L9
External lateral height
Tension bar
Tension
bar
Cam
system
400
Distance
between
centres
Leg
Juxtaposed structures
Roof tension by cam system
9
4
18°
3
7
H1
Roof cover
Combined
gable triangle
+ gable wall
10
2
H2
H3
H4
0
L1
1
L1
L2
L3
L4
L9
40
250
Ø3
5
2,25
3,25
4,25
5,25
2,32 / 2,52
2,32 / 2,52
2,32 / 2,52
2,32 / 2,52
2,23 / 2,43
2,23 / 2,43
2,23 / 2,43
2,23 / 2,43
2,67 / 2,87
2,84 / 3,04
3 / 3,2
3,16 / 3,36
Internal ridge height
H3
2,52 / 2,72
2,69 / 2,98
2,85 / 3,05
3,01 / 3,21
Under eave height
H1
2,25 / 2,45
2,25 / 2,45
2,25 / 2,45
2,25 / 2,45
Lateral bay
L10
3
3
3
3
Gable bay
L1 to L4
2
3
4
5
18°
18°
18°
18°
Base plate
1
250 x 250
250 x 250
250 x 250
250 x 250
Roof pitch
Leg
2
100 x 65
100 x 65
100 x 65
100 x 65
Roof beam
3
100 x 65
100 x 65
100 x 65
100 x 65
Apex joint
4
Eave purlin
7
65 x 50
65 x 50
65 x 50
65 x 50
Ridge purlin
9
40 x 40
40 x 40
40 x 40
40 x 40
3
3
3
5
40 x 40
40 x 40
40 x 40
40 x 40
10
250
2/3 x 6 x 2,3 m
Number of people
Peg
40
Total duration of erection
Base
plate
Pin + R clip
Wall bar bracket
+ R clip
Necessary equipment provided with frame
-7
81
0
F
Anchoring / Weighting
2
2
2
4,3 h
4,3 h
2 no. 3 m ladders - 1 no. 20 m measuring tape sledgehammers - hammers - adjustable spanners
400 distance between centres
Anchoring
Weighting
Uplift force kg
Coef.
Number of pegs
Uplift force kg
Coef.
350
2
2 lg 500
290
1,65
Structure 4 and 5 m
580
2
2 lg 500
480
1,65
Load Bearing
2000 - 3000 - 4000 - 5000
15 to 20%
Structure 2 and 3 m
21
-7
8
70
-6
00
50
31
8
-5
5 x 12 x 2,3 m
3h
Time saved for dismantling
20
63
3-
24
4
0-
4 x 9 x 2,3 m
1 toasting fork - 1 measuring bar - 2 ropes
Necessary equipment not provided
1
3000
3000
4
H2
Wall tension
0
3
H4
Erection / Dismantling
Base plate
36
2
Sleeve
Ground rail
0
170
250
L10
250
5m
ht 2,3 / 2,5
Wall
Leg
40
4m
ht 2,3 / 2,5
External ridge height
Number of purlins per bay
L1 to L4
170
3m
ht 2,3 / 2,5
Internal lateral height
Diagonal bracing bar
40
2m
ht 2,3 / 2,5
Height 2,3 - 2,5 m
With snow
F = 0 kg
Without snow
F = 60 kg