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S36PRA Flexable PreRigTruss Length

Catalog number: S36PRA-L122
Item code: 111110262

S36PRT truss is constructed of main chords (50 x 4 mm) and diagonal members (25 x 3 mm). Equipped with a pivoting pin-fork connection system, the S36PRT truss is fast and easy to assemble. Designed as pre-rig truss for moving heads, the truss has both fixed or flexible cross and linear braces on the topside to accommodate any type of luminaire. The trusses and dollies can be easily stacked for storage or transport.

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S36PRF product data sheet

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Technical Specification Advantages Downloads

Standard available lengths and codes
Metres	Feet	Weight (kg)	Weight (lbs)	Code	Item Number
1,22	4,00	27,00	59.52	S36PRA-L122	111110262
2,44	8,00	38,70	85.32	S36PRA-L244	111110263
3,05	10,00	45,16	99.56	S36PRA-L305	111110264
Other Lengths available on request

Technical Specifications - S36 Series
Alloy	EN AW 6082 T6
Main Chords	50 x 4 mm
Diagonal Members	25 x 3 mm
Coupling System	Rotatable pin/fork

S36 PRT- Allowable Loading
						MAXIMUM ALLOWABLE POINT LOADS
		Uniformly Distributed Load				Centre Point Load				Single Load Third Points Load per Point		Single Load Fourth Points Load per Point		Single Load Fifth Points Load per Point
SPAN		UDL		DEFLECTION		CPL		DEFLECTION		TPL		QPL		FPL		weight
m	ft	kg/m	lbs/ft	mm	inch	kgs	lbs	mm	inch	kgs	lbs	kgs	lbs	kgs	lbs	kgs	lbs
4.00	13.1	1200.6	807.8	13	0.5	2436.5	5377.3	11	0.4	1827.3	4033.0	1218.2	2688.6	1015.2	2240.5	96.7	213.0
5.00	16.4	770.2	518.3	21	0.8	1925.6	4249.8	17	0.7	1444.2	3187.3	962.8	2124.9	802.3	1770.7	122.9	270.7
6.00	19.7	526.9	354.5	30	1.2	1580.6	3488.5	24	1.0	1185.5	2616.4	790.3	1744.2	658.6	1453.5	149.1	328.4
7.00	23.0	380.1	255.8	41	1.6	1330.5	2936.4	33	1.3	997.9	2202.3	665.3	1468.2	554.4	1223.5	175.3	386.1
8.00	26.2	284.9	191.7	53	2.1	1139.6	2515.2	44	1.7	854.7	1886.4	569.8	1257.6	474.8	1048.0	201.5	443.8
9.00	29.5	219.6	147.8	67	2.7	988.3	2181.1	55	2.2	741.2	1635.8	494.1	1090.5	411.8	908.8	227.7	501.5
10.00	32.8	172.9	116.3	83	3.3	864.5	1908.1	69	2.7	648.4	1431.0	432.3	954.0	360.2	795.0	253.9	559.3
11.00	36.1	138.4	93.1	101	4.0	760.9	1679.4	84	3.3	570.7	1259.5	380.5	839.7	317.1	699.7	280.1	617.0
12.00	39.4	112.1	75.4	120	4.7	672.4	1484.0	101	4.0	504.3	1113.0	336.2	742.0	280.2	618.3	306.3	674.7
13.00	42.6	91.6	61.6	141	5.5	595.5	1314.3	119	4.7	446.6	985.7	297.8	657.1	248.1	547.6	332.5	732.4
14.00	45.9	75.4	50.7	163	6.4	527.7	1164.6	139	5.5	395.8	873.5	263.9	582.3	219.9	485.3	358.7	790.1
15.00	49.2	62.3	41.9	187	7.4	467.2	1031.1	161	6.3	350.4	773.3	233.6	515.6	194.7	429.6	384.9	847.8
16.00	52.5	51.6	34.7	213	8.4	412.6	910.6	185	7.3	309.5	683.0	206.3	455.3	171.9	379.4	411.1	905.5
17.00	55.8	42.7	28.7	241	9.5	362.9	801.0	211	8.3	272.2	600.7	181.5	400.5	151.2	333.7	437.3	963.2
18.00	59.0	35.3	23.7	270	10.6	317.3	700.2	239	9.4	238.0	525.2	158.6	350.1	132.2	291.8	463.5	1020.9
19.00	62.3	29.0	19.5	301	11.8	275.1	607.1	269	10.6	206.3	455.3	137.5	303.5	114.6	253.0	489.7	1078.6
20.00	65.6	23.6	15.9	333	13.1	235.8	520.4	302	11.9	176.8	390.3	117.9	260.2	98.2	216.8	515.9	1136.3
1 inch = 25,4 mm \| 1m = 3.28 ft \| 1 lbs = 0,453 kg
When dollies are not mounted on the truss the loading could be increased with 12 kg per meter

Tüv certification only valid for loading table above.
Loading figures are only valid for static loads.
Loading figures are only valid for single spans with supports at both ends.
All static systems, other than single spans, need an individual structural calculation. Please contact a structural engineer or Prolyte B.V. for assistance.
Loading figures are calculated according to and in full compliance with European standards (Eurocode).
The self-weight of the trusses is already taken into account.
Loading figures are only valid for the cross sectional orientation of the truss as shown by the icon in the loading table.
The interaction between bending moment and shear force at the connection point is already taken into account.
Truss spans can be assembled from different truss lengths.
Read the manual before assembling, using and loading the truss.