Longueur de la poutre échelle X30L

Catalog number: X30L-L100 - Item code: 111080080

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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

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

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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.

• 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 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.