S52F Folding Truss Length

Catalog number: S52F-L120 - Item code: 111110084

S52 Series truss is constructed of main tubes (50 x 4 mm) and diagonals (25 x 3 mm – 30 x 3mm). Equipped with the CCS7 conical coupling system, the S52 truss is fast and easy to assemble. The S52 truss offers a strong truss with a very high loading capacity; the S52SV has a 4-sided webbing, making it strong in a vertical and horizontal plane. The folding truss offers low transport volume combined with ultimate strength. S52F truss is not available as circular truss.

Standard available lengths and codes
Metres	Feet	Weight (kg)	Weight (lbs)	Code	Item Number
0,60	1,97	12,00	26.46	S52F-L060	111110081
0,80	2,62	13,40	29.54	S52F-L080	111110082
1,00	3,28	14,60	32.19	S52F-L100	111110083
1,20	3,94	19,40	42.77	S52F-L120	111110084
1,50	4,95	14,07	31.02	S52F-L150	111110085
1,60	5,25	22,30	49.16	S52F-L160	111110086
2,00	6,56	18,81	41.47	S52F-L200	111110087
2,40	7,87	31,00	68.34	S52F-L240	111110088
3,00	9,84	30,72	67.73	S52F-L300	111110089
3,20	10,50	32,76	72.22	S52F-L320	111110090
4,00	13,12	47,00	103.62	S52F-L400	111110091
Other Lengths available on request

Where can I get this product?

Advantages

Fast and easy to assemble
Very high loading capacity
Low transport volume
Optimum strength

Downloads

USER MANUAL TRUSS SERIES GENERAL LENGTHS EN (PDF, 1416KB)

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LOADING TABLE TRUSS TYPE S52F LENGTHS (PDF, 132KB)

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CANTILEVER LOADS TRUSS TYPE S52F EN (PDF, 29KB)

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TUV CERTIFICATE TRUSS TYPE S52F EN (PDF, 3505KB)

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Technical specifications

Technical Specifications - S52 Series
Alloy	EN AW 6082 T6
Main Tubes	50 x 4 mm
Braces	25 x 3 mm
Coupling System	CCS7

Load all specifications

LOADING TABLE TRUSS TYPE S52F LENGTHS (PDF, 132KB)

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CANTILEVER LOADS TRUSS TYPE S52F EN (PDF, 29KB)

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S52F - 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		SPAN
m	ft	kg/m	lbs/ft	mm	inch	kgs	lbs	mm	inch	kgs	lbs	kgs	lbs	kgs	lbs	total weight
2,4	7,9	1049,2	706,0	3	0,1	2060,3	4547,1	2	0,1	1030,2	2273,6	686,8	1515,7	515,1	1136,8	28,8
3,6	11,8	697,5	469,3	7	0,3	1895,7	4183,8	5	0,2	1027,2	2267,1	684,8	1511,4	513,6	1133,6	43,2
4,8	15,7	663,9	446,7	12	0,5	1574,1	3474,0	10	0,4	983,7	2170,9	655,8	1447,3	486,7	1074,1	57,6
6,0	19,7	529,6	356,4	19	0,7	1253,4	2766,3	15	0,6	940,1	2074,8	626,7	1383,2	459,7	1014,6	72
7,2	23,6	432,7	291,2	27	1,1	1038,6	2292,2	22	0,8	778,9	1719,1	519,3	1146,1	432,7	955,1	86,4
8,4	27,6	357,9	240,8	37	1,4	884,2	1951,4	29	1,2	663,2	1463,6	442,1	975,7	368,4	813,1	100,8
9,6	31,5	303,8	204,4	48	1,9	767,6	1694,1	38	1,5	575,7	1270,6	383,8	847,1	319,8	705,9	115,2
10,8	35,4	237,9	160,1	61	2,4	743,8	1641,6	49	1,9	557,9	1231,2	371,9	820,8	309,9	684,0	129,6
12,0	39,4	200,8	135,1	75	2,9	722,9	1595,4	60	2,4	542,2	1196,6	361,5	797,7	301,2	664,8	144
13,2	43,3	164,1	110,4	91	3,6	703,9	1553,5	72	2,9	527,9	1165,1	352,0	776,8	293,3	647,3	158,4
14,4	47,2	136,1	91,6	108	4,2	686,2	1514,4	86	3,4	514,6	1135,8	343,1	757,2	285,9	631,0	172,8
15,6	51,2	114,4	77,0	126	5,0	624,7	1378,7	101	4,0	468,5	1034,0	312,3	689,3	260,3	574,4	187,2
16,8	55,1	97,2	65,4	147	5,8	571,3	1260,9	117	4,6	428,5	945,7	285,7	630,4	238,0	525,4	201,6
18,0	59,0	83,2	56,0	168	6,6	561,9	1240,2	135	5,3	421,4	930,1	281,0	620,1	234,1	516,7	216
19,2	63,0	71,9	48,4	192	7,5	551,9	1218,0	153	6,0	413,9	913,5	275,9	609,0	229,9	507,5	230,4
20,4	66,9	62,4	42,0	216	8,5	509,3	1124,1	173	6,8	382,0	843,1	254,7	562,1	212,2	468,4	244,8
21,6	70,8	54,5	36,7	242	9,5	471,0	1039,4	194	7,6	353,2	779,6	235,5	519,7	196,2	433,1	259,2
1 inch = 25,4 mm \| 1m = 3.28 ft \| 1 lbs = 0,453 kg

? T?v 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 Group 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.