Longueur de la poutre échelle X30L

Catalog number: X30L-L100 - Item code: 111080080

La poutre X30 est constituée de tubes principaux (51 x 2 mm) et de diagonales (16 x 2 mm). Équipée du système d'accouplement conique CCS6, la poutre X30 est rapide et facile à monter. La poutre X30 se trouve dans les flottes de location dans le monde entier, où son faible volume et ses possibilités d'application flexibles en font un produit idéal pour les expositions et les travaux de location de faible intensité. La poutre X30 est disponible en échelle, profilés triangulaires et carrés et une gamme d'angles et d'accessoires.

Standard available lengths and codes
Metres	Feet	Weight (kg)	Weight (lbs)	Code	Item Number
0,25	0,82	1,03	2.27	X30L-L025	111080068
0,29	0,95	1,09	2.40	X30L-L029	111080069
0,50	1,64	1,50	3.31	X30L-L050	111080072
0,71	2,33	1,91	4.21	X30L-L071	111080075
0,75	2,46	1,97	4.34	X30L-L075	111080076
1,00	3,28	2,47	5.45	X30L-L100	111080080
1,50	4,92	3,44	7.58	X30L-L150	111080083
2,00	6,56	4,40	9.70	X30L-L200	111080089
2,50	8,20	5,36	11.82	X30L-L250	111080092
3,00	9,84	6,33	13.96	X30L-L300	111080095
3,50	11,48	7,29	16.07	X30L-L350	111080098
4,00	13,12	8,25	18.19	X30L-L400	111080099
4,50	14,76	9,21	20.30	X30L-L450	111080101
5,00	16,40	10,17	22.42	X30L-L500	111080103
Other Lengths available on request

Où puis-je obtenir ce produit?

Avantages

Disponible dans le monde entier
Montage rapide et facile
Faible volume
Application polyvalente
Idéal pour les exposants

Téléchargements

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

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USER MANUAL TRUSS SERIES 30-40 2017 (PDF, 3676KB)

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LOADING TABLE TRUSS TYPE X30L LENGTHS (PDF, 366KB)

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TUV CERTIFICATE TRUSS TYPE X30L (PDF, 2364KB)

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Spécifications techniques

Caractéristiques techniques - Série X30
Alliage	EN AW 6082 T6
Tubes principaux	51 x 2 mm
Attelles	16 x 2 mm
Système d'accouplement	CCS6

Afficher toutes les spécifications

LOADING TABLE TRUSS TYPE X30L LENGTHS (PDF, 366KB)

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X30L - Allowable Loading (Span supported on top chord.)
Uniformly Distributed Load
SPAN		UDL		DEFLECTION		CPL		DEFLECTION
m	ft	kg/m	lbs/ft	mm	inch	kgs	lbs	mm	inch
1	3,3	979,7	659,2	2	0,1	979,7	2162,2	1	0,0
2	6,6	345,0	232,1	1	0,1	345,0	761,4	1	0,0
3	9,8	135,0	90,8	3	0,1	203,0	448,0	2	0,1
4	13,1	64,0	43,1	4	0,2	128,0	282,5	3	0,1
5	16,4	27,0	18,2	4	0,2	67,0	147,9	3	0,1
6	19,7	12,0	8,1	4	0,1	36,0	79,5	3	0,1
1 inch = 25,4 mm \| 1m = 3.28 ft \| 1 lbs = 0,453 kg										Spans must be supported at each end. Loads must be suspended from bottom chord only.

X30L - Allowable Loading (Top chord sideways supported each metre.)
Uniformly Distributed Load
SPAN		UDL		DEFLECTION		CPL		DEFLECTION
m	ft	kg/m	lbs/ft	mm	inch	kgs	lbs	mm	inch
4	13,1	243,2	163,7	18	0,7	459,8	1014,8	15	0,6
5	16,4	176,3	118,6	28	1,1	381,7	842,3	23	0,9
6	19,7	123,2	82,9	41	1,6	325,5	718,3	33	1,3
7	23,0	90,6	61,0	55	2,2	283,0	624,7	44	1,7
8	26,2	69,2	46,6	72	2,9	249,8	551,2	58	2,3
9	29,5	54,4	36,6	92	3,6	222,9	492,0	73	2,9
10	32,8	43,7	29,4	113	4,5	200,7	443,0	91	3,6
11	36,1	35,8	24,1	137	5,4	182,1	401,8	110	4,3
12	39,4	29,8	20,0	163	6,4	166,1	366,5	131	5,1
1 inch = 25,4 mm \| 1m = 3.28 ft \| 1 lbs = 0,453 kg										Spans must be supported at each end. Loads must be suspended from bottom chord only.

X30L - Allowable Loading (Top chords sideways supported every 2 metres.)
Uniformly Distributed Load
SPAN		UDL		DEFLECTION		CPL		DEFLECTION
m	ft	kg/m	lbs/ft	mm	inch	kgs	lbs	mm	inch
4	13,1	84,6	56,9	5	0,2	169,1	373,3	4	0,2
5	16,4	53,3	35,9	8	0,3	133,3	294,1	7	0,3
6	19,7	36,3	24,4	12	0,5	109,0	240,6	10	0,4
7	23,0	26,1	17,6	17	0,7	91,3	201,6	13	0,5
8	26,2	19,5	13,1	22	0,9	77,8	171,7	17	0,7
9	29,5	14,9	10,0	27	1,1	67,0	148,0	22	0,9
10	32,8	11,6	7,8	34	1,3	58,2	128,4	27	1,1
11	36,1	9,2	6,2	41	1,6	50,8	112,0	33	1,3
12	39,4	7,4	5,0	49	1,9	44,4	97,9	39	1,5
1 inch = 25,4 mm \| 1m = 3.28 ft \| 1 lbs = 0,453 kg										Spans must be supported at each end. Loads must be suspended from bottom chord only.

? 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.