MILOS. Flexibility Behind Your Show.

Low profile Keder canopy with horizontal truss grid layout for versatile rigging solutions.

Code: MR2K 15x12m, MR2K 12x10m

Detailed information

Description

Milos MR2K Roof with low profile Keder canopy and versatile horizontal truss grid layout for maximum event rigging solutions.

Complies with latest EuroCode specifications.

Key benefits

•Keder roof structure for temporary events
•Roof top framework can be used with existing ground support inventory
•MT1 Towers with horizontal M390 grid for maximum production rigging
•MT2 Tower with horizontal M520 grid for higher loading also available
•Loading capacity up to 14 t (30864 lbs) with
•15×12 m (49.21×39.37 ft) stage configuration
•Low-profile keder roof construction for ease of canopy installation
•Additional rear tower for LED support using back stage beams
•Can be operated with manual or electric chain hoist (bracket required)
•Supplied complete with internal wind bracing wires and connection accessories
•Full structural calculation report and build manual available
•PVC roof colour and side wall (mesh or solid) options
•Integrated tower base / stage components available
•PA wings options available on request

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Technical specification
Dimensions		Stage size	15x12 m	49.21x39.37 ft	12x10 m	39,37x32,81 ft
	A	Internal width	15.31 m	50.23 ft	12.26 m	40.22 ft
	B	Overall external width	25.15 m	82.51 ft	21.14 m	69.36 ft
	C	Internal depth	11.73 m	38.48 ft	9.23 m	30.28 ft
	D	Overall external depth	14.41 m	47.28 ft	12.37 m	40.58 ft
	E	Clearance	11.18 m	36.68 ft	6.29 m	20.64 ft
	F	Overall height	13.13 m	43.08 ft	7.85 m	25.75 ft
	G	PA wing - internal width	3.35 m	10.99 ft	3.15 m	10.33 ft
	G	PA wing -Overall external width	3.74 m	12.27 ft	3,44 m	11.29 ft
	I	Cantilever	1.00 m	3.28 ft	1.00 m	3.28 ft

Loading capacity
Loading capacity		Stage size	15x12 m	49.21x39.37 ft	12x10 m	39,37x32,81 ft
	Main grid	(UDL kg/lbs)	10000 Kg	24250 lbs	7000 Kg	15432 lbs
		Side wings and PA in Total	3000 Kg	6614 lbs	3000 Kg	6614 lbs
	* See structural report for exact load positioning

Operational specifications
Design standarts	EN 17879 EN 1991-1-4 EN 1993 EN 1999	Event structures - Safety requirements Loads on structures: Wind loads Design of steel structures Design of aluminium structures
Wind management	Out of service In service	28,8m/s - 103km/h-64mph (Max. gust windspeed) 17,8m/s - 64km/h - 40mph (Max. gust windspeed)
Wind management	* Calculations based on 100% closed side canopies * Side canopies to be removed above this wind speed if not considered
Ballast	Depending on configuration, side wing, covering, compression beam, guy wires, corner brace, substructure.
Canopy & sidewalls	B1 fire retardant canopy on request, in kedders, configurable for various sizes Silvergrey; other colors or inside black on request B1 fire retardant side nets in compliance with latest Eurocodes
Customized	Customisation (i.e. truss configuration, alternative dimensions) on requirement