GABLE ROOF 8x6 (TAF)
Sedlová strecha na vežiach Tower 05. Pre rozmery pódia 8x6m
Combination of standard FT34 truss with Tower 05 systems turns out to be very effective and versatile option for temporary roof structure installation. Tower 05 columns ensure the ability to elevate the main roof grid in a simple and easy manner. This roof can accommodate stage size of 8 x 6 m (26.3 ft x 19.7 ft). Its clearance is 6.1 m (20 ft). The gable roof can be installed both with the top cover from PVC only or including the standard side canopies as well.
The top canopy support system is created by two rafters made of FT23 truss segments per side of the roof. These are securely hooked to the central top truss beam by 8001 clamps and to the main grid by specifically designed lower FT23 attachment.
The horizontal beams are able to carry 50 kg/m (33 lb/ft), which sums up to the max. loading capacity of the roof being 2000 kg (4409 lb). The operational wind limit for using the roof system with the side canopies on all three sides is 20 m/s (45 mph).
SPECIFICATIONS | |
Max. dimensions | 10,3x7,8 m |
Max. stage size | 8x6 m |
Max. clearance | 6,1 m |
Max. height | 7,53 m |
Max. load bearing capacity | 2000 kg |
Total weight of construction | 600 kg |
| LOADING CAPACITY | |
Max.Load Bearing Capacity | 2000 kg |
Front Horizontal Beam | 50 kg/m |
Rear Horizontal Beam | 50 kg/m |
Side Horizontal Beams | 50 kg/m |
DOWNLOAD
ROOF DIMENSIONS | | |
Stage size | 8000x6000 mm | |
Inside width | A | 8220 mm |
Overall width | B | 8800 mm |
Inside depth | C | 5720 mm |
Owerall depth | D | 6300 mm |
Clearance | E | 6100 mm |
Height | F | 7532 mm |
Used Truss
FT34 truss - box truss with 290 x 290 mm (12 in x 12 in) outside dimensions, main pipe Ø 50 x 2 mm (2 in x 0.08 in), braces Ø 20 x 2 mm (0.8 in x 0.08 in). The alloy used as material for the pipes is EN AW-6082 T6.
FT23 truss- triangle truss with 220 x 195 mm ( 8.66 in x 7.58 in) outside dimensions, main pipe Ø 35 x 2 mm (1.4 in x 0.08 in), braces Ø 8 mm (0.3 in). The alloy used as material for the pipes is EN AW-6060 T66.
Tower 05 - made of HT34 straight truss pieces and Tower 05 set including outriggers, hand winch, sleeve block and top section
Wind Management
Wind resistence is calculated with 3 side mesh canopies applied to the structure (2 side canopies and one rear canopy). The three roof walls carrying canopies must be secured by guy wire cross bracing at all times as well as the top grid horizontal ceiling.
Side walls guy wires min. loading capacity - 1700 kg (3748 lb)
Rear wall guy wires min. loading capacity - 2600 kg (5732 lb)
Roof ceiling guy wires min. loading capacity - 1000 kg (2205 lb)
Please note that tension capacity of guy wires needs to be higher than required min. loading capacity.
In service max. allowed windspeed - 20 m/s - 72 km/h - 45 mph
Ballast
Option 1 - 2200 kg / 4850 lb ballast underneath each tower base = total of 8800 kg / 19,400 lb
Canopy and Side Walls
Top canopy is available standardly in silver grey and black color. The material used is SIO-LINE B 8000 with weight of 630 g/m2.
The side walls are covered by air permeable mesh canopies in black.
Transportation Data
Total weight: ca. 600 kg (1323 lb)
Transport volume: ca.
All truss segments are packed in brown carton boxes for better handling and protection during transport.
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