Longueur de la poutre en treillis triangulaire H30D

Catalog number: H30D-L100 - Item code: 111050014

La poutre en treillis de la série H30 est constituée de tubes principaux (48,3 x 3 mm) et de diagonales (16 x 2 mm). Équipée du système d'accouplement conique CCS6, la poutre H30 est rapide et facile à monter. La poutre en treillis H30 peut être trouvée dans les flottes de location du monde, où sa résistance optimale et ses possibilités d'application flexibles en font un produit très apprécié et très utilisé. La poutre H30 est disponible en 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	2,00	4.41	H30D-L025	111050002
0,29	0,95	2,90	6.39	H30D-L029	111050003
0,50	1,64	3,13	6.90	H30D-L050	111050006
0,71	2,33	3,90	8.60	H30D-L071	111050009
0,75	2,46	4,10	9.04	H30D-L075	111050011
1,00	3,28	5,10	11.24	H30D-L100	111050014
1,50	4,92	7,40	16.31	H30D-L150	111050019
2,00	6,56	9,27	20.44	H30D-L200	111050022
2,50	8,20	11,39	25.11	H30D-L250	111050024
3,00	9,84	13,51	29.78	H30D-L300	111050027
3,50	11,48	15,63	34.46	H30D-L350	111050028
4,00	13,12	17,75	39.13	H30D-L400	111050030
4,50	14,76	19,87	43.81	H30D-L450	111050032
5,00	16,40	21,99	48.48	H30D-L500	111050034
Other Lengths available on request

Où puis-je obtenir ce produit?

Avantages

Montage rapide et facile
Système léger
Disponibilité mondiale
Application polyvalente

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 H30D LENGTHS (PDF, 130KB)

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CANTILEVER LOADS TRUSS TYPE H30D EN (PDF, 29KB)

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TUV CERTIFICATE TRUSS TYPE H30D (PDF, 2483KB)

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Spécifications techniques

Caractéristiques techniques - Série H30
Alliage	EN AW 6082 T6
Tubes principaux	48 x 3 mm
Attelles	16 x 2 mm
Système d'accouplement	CCS6

Afficher toutes les spécifications

LOADING TABLE TRUSS TYPE H30D LENGTHS (PDF, 130KB)

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CANTILEVER LOADS TRUSS TYPE H30D EN (PDF, 29KB)

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H30D - 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
3	9,8	562,4	378,4	13	0,5	782,3	1726,6	11	0,4	546,6	1206,4	422,2	931,8	334,1	737,4	15,0
4	13,1	342,0	230,1	23	0,9	606,0	1337,5	19	0,7	430,3	949,7	321,3	709,2	257,4	568,1	20,0
5	16,4	217,3	146,2	37	1,5	492,8	1087,6	29	1,2	353,7	780,6	258,4	570,2	208,6	460,4	25,0
6	19,7	149,5	100,6	53	2,1	413,6	912,8	42	1,7	299,3	660,5	215,2	474,9	174,7	385,5	30,0
7	23,0	108,6	73,1	72	2,8	354,9	783,2	57	2,3	258,4	570,4	183,6	405,1	149,6	330,3	35,0
8	26,2	82,1	55,3	94	3,7	309,4	682,8	75	3,0	226,6	500,0	159,3	351,6	130,3	287,7	40,0
9	29,5	63,9	43,0	118	4,6	273,0	602,4	95	3,7	200,9	443,4	140,1	309,2	114,9	253,6	45,0
10	32,8	50,9	34,3	146	5,7	243,1	536,4	117	4,6	179,7	396,6	124,4	274,5	102,3	225,8	50,0
11	36,1	41,3	27,8	177	7,0	217,9	481,0	142	5,6	161,8	357,2	111,2	245,5	91,7	202,4	55,0
12	39,4	34,0	22,9	211	8,3	196,5	433,6	169	6,6	146,5	323,4	100,1	220,9	82,7	182,5	60,0
13	42,6	28,3	19,0	247	9,7	177,8	392,5	198	7,8	133,2	294,0	90,4	199,6	74,9	165,2	65,0
14	45,9	23,8	16,0	287	11,3	161,4	356,3	229	9,0	121,5	268,1	82,0	180,9	68,0	150,1	70,0
15	49,2	20,1	13,6	329	13,0	146,9	324,1	263	10,4	111,0	245,0	74,5	164,3	61,9	136,6	75,0
16	52,5	17,2	11,5	375	14,8	133,8	295,3	300	11,8	101,6	224,2	67,7	149,5	56,4	124,5	60,8
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.