C52T Square Truss Length

Catalog number: C52T-L100 - Item code: 111810002

C52T mast sections are constructed of main tubes (60 x 5 mm) and diagonals (48 x 3 mm – 30 x 3 mm). Equipped with the CCS7 conical coupling system, the C52T is fast and easy to assemble. Due to its 3-sided webbing the C52T truss can absorb vertical as well as horizontal loads, which make sit ideal for outdoor or 3 dimensional structures. The one-sided horizontal bracing facilitates safe and easy access of the mast sections when in position.

Standard available lengths and codes
Metres	Feet	Weight (kg)	Code	Item Number
0,50	1,64	11,87	C52T-L050	111810001
1,00	3,28	22,90	C52T-L100	111810002
1,50	4,92	26,63	C52T-L150	111810004
2,00	6,56	34,70	C52T-L200	111810005
2,50	8,20	39,87	C52T-L250	111810006
3,00	9,84	48,22	C52T-L300	111810007
4,00	13,12	59,33	C52T-L400	111810008
5,00	16,40	75,00	C52T-L500	111810009
Other Lengths available on request

Where can I get this product?

Advantages

Absorbs horizontal and vertical loads
Ideal for outdoor or 3-dimensional dimensions
facilitates easy access to mast-sections
3-sided webbing for horizontal and vertical loads

Downloads

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

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LOADING TABLE TRUSS TYPE C52T LENGTHS (PDF, 133KB)

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Technical specifications

Technical Specifications - C52 Series
Alloy	EN AW 6082 T6
Main Tubes	60 x 5 mm
Braces	48 x 3 - 30 x 3 mm
Coupling System	CCS7

Load all specifications

LOADING TABLE TRUSS TYPE C52T LENGTHS (PDF, 133KB)

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C52T - 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
6	19,7	933,4	628,0	21	0,8	3049,7	6730,6	17	0,7	2045,5	4514,3	1687,8	3724,9	1396,5	3082,0	114
7	23,0	798,1	537,0	28	1,1	2716,4	5995,1	23	0,9	1809,1	3992,6	1517,7	3349,6	1197,4	2642,7	133
8	26,2	696,7	468,8	37	1,5	2446,1	5398,6	30	1,2	1647,4	3635,9	1378,7	3042,8	1058,1	2335,2	152
9	29,5	613,6	412,9	47	1,8	2222,1	4904,2	38	1,5	1510,8	3334,4	1238,0	2732,4	957,8	2113,8	171
10	32,8	494,5	332,7	58	2,3	2033,2	4487,4	46	1,8	1393,7	3075,9	1121,9	2476,0	873,7	1928,3	190
11	36,1	406,3	273,4	70	2,8	1871,6	4130,6	56	2,2	1292,1	2851,6	1024,3	2260,6	802,2	1770,4	209
12	39,4	339,3	228,3	83	3,3	1731,4	3821,3	67	2,6	1202,9	2654,8	940,9	2076,6	740,5	1634,3	228
13	42,6	287,1	193,2	98	3,8	1608,6	3550,2	78	3,1	1124,0	2480,6	868,8	1917,5	686,7	1515,5	247
14	45,9	245,7	165,3	113	4,5	1500,0	3310,4	91	3,6	1053,5	2325,1	805,8	1778,3	639,3	1410,9	266
15	49,2	212,3	142,8	130	5,1	1403,0	3096,4	104	4,1	990,1	2185,2	750,1	1655,4	597,1	1317,8	285
16	52,5	184,9	124,4	148	5,8	1315,8	2904,1	119	4,7	932,8	2058,6	700,5	1545,9	559,3	1234,5	304
17	55,8	162,3	109,2	167	6,6	1237,0	2730,0	134	5,3	880,5	1943,3	655,9	1447,6	525,3	1159,2	323
18	59,0	143,3	96,4	187	7,4	1165,1	2571,4	150	5,9	832,7	1837,7	615,7	1358,8	494,3	1090,9	342
19	62,3	127,2	85,6	209	8,2	1099,4	2426,3	167	6,6	788,6	1740,5	579,1	1278,0	466,0	1028,5	361
20	65,6	113,5	76,4	231	9,1	1038,8	2292,7	185	7,3	747,9	1650,7	545,6	1204,1	440,1	971,2	380
21	68,9	101,7	68,4	255	10,0	982,9	2169,2	204	8,0	710,2	1567,3	514,8	1136,2	416,1	918,4	399
22	72,2	91,5	61,5	280	11,0	930,9	2054,6	224	8,8	674,9	1489,6	486,4	1073,4	393,9	869,4	418
23	75,4	82,5	55,5	306	12,0	882,5	1947,8	245	9,6	642,0	1416,9	460,0	1015,2	373,3	823,9	437

? 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.