MILOS. Flexibility Behind Your Show.

A dynamic, sloping frame saddle roof that sheds water and features quick & easy assembly. It’s the perfect choice for concerts, exhibitions and other outdoor events.

Code: MR2 12x10m, MR2 10x8m,

Detailed information

Description

The MR2 roof is a suitable choice for concerts, exhibitions and a large variety of outdoor events. The sloping frame construction gives the roof a dynamic look while allowing water to easily drain from the canopy. Contact us today for more information or to request a quote.

Key benefits

MR2 Saddle Roof structure for temporary events
MT1 self-climbing towers 10 x 8m, 12 x10m options available
Fast connection for quick, simple and secure assembly
Operate with manual chain block or electric chain hoist (bracket required)
Supplied complete with internal wind bracing wires & connection accessories
Full structural calculation report & build manual available
PVC roof colour and side walls options
Integrated tower base / stage components available
PA wing options available on request
EXE hoists recommended

Downloads

MR2

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Technical specification
Dimensions		Stage size	12x10 m	39.37x32.80 ft	10x8 m	32.80x26.25 ft
	A	Internal width	12.30 m	40.35 ft	10.42 m	34.19 ft
	B	Overall external width	22.15m	72.67 ft	19.64 m	64.44 ft
	C	Internal depth	10.60 m	34.78 ft	8.65 m	28.38 ft
	D	Overall external depth	12.80 m	41.99 ft	10.97 m	35.99 ft
	E	Clearance	6.29 m	20.64 ft	7.12 m	23.36 ft
	F	Overall height8.64	8.64 m	28.35 ft	9.14 m	29.99 ft
	G	PA wing - internal width	3.15 m	10.33 ft	3.15 m	10.33 ft
	H	PA wing -Overall external width	3,44 m	11.29 ft	3.44 m	11.29 ft

Loading capacity
Loading capacity		Stage size	12x10 m	39.40x32.80 ft	10x8 m	32.80x26.30 ft
	Main grid	(UDL kg/lbs)	7500 Kg	16534 lbs	5000 Kg	5291 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	29,6m/s - 106km/h-66mph (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, single piece format or kedder profiles 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, roof adjustability) on requirement