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H30D Triangular Truss Length

Catalog number: H30D-L100
Item code: 111050014

H30 Series truss is constructed of main chords (48 x 3 mm) and diagonal members (16 x 2 mm). Equipped with the CCS6 conical coupling system, the H30 truss is fast and easy to assemble. The H30 truss can be found in rental fleets all over the globe, where its optimum strength and flexible application possibilities makes it well loved and much used. H30 truss is available in ladder, triangular and square profiles and a range of corners and accessories.

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H30D Triangular Truss product data sheet

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Technical Specification Advantages Downloads

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
4,00	13,12	17,75	39.13	H30D-L400	111050030
Other Lengths available on request

Technical Specifications - H30 Series
Alloy	EN AW 6082 T6
Main Chords	48 x 3 mm
Diagonal Members	16 x 2 mm
Coupling System	CCS6

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

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 B.V. 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.