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H40L Ladder Truss Length

Catalog number: H40L-L100
Item code: 111050153

H40 Series truss is constructed of main chords (48 x 3 mm) and diagonal members (20 x 2 mm). Equipped with the CCS6 conical coupling system, the H40 truss is fast and easy to assemble. The H40 offers extra strength, next to its flexible application possibilities and is the ideal solution for the event or exhibition market. H40 truss is available in ladder, triangular and square profiles and a range of corners and accessories.

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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	1,20	2.65	H40L-L025	111050143
0,50	1,64	1,90	4.19	H40L-L050	111050144
0,75	2,46	2,60	5.73	H40L-L075	111050149
0,81	2,65	2,73	6.02	H40L-L081	111050150
1,00	3,28	3,30	7.28	H40L-L100	111050153
1,50	4,92	4,70	10.36	H40L-L150	111050154
2,00	6,56	5,90	13.01	H40L-L200	111050155
2,50	8,20	7,30	16.09	H40L-L250	111050158
3,00	9,84	8,70	19.18	H40L-L300	111050159
4,00	13,12	11,20	24.69	H40L-L400	111050160
Other Lengths available on request

Technical Specifications - H40 Series
Alloy	EN AW 6082 T6
Main Chords	48 x 3 mm
Diagonal Members	20 x 2 mm
Coupling System	CCS6

H40L - 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	312,9	210,6	13	0,5	806,8	1780,5	10	0,4
5	16,4	249,8	168,1	20	0,8	682,7	1506,7	16	0,6
6	19,7	207,7	139,8	29	1,1	590,9	1304,1	23	0,9
7	23,0	173,4	116,7	40	1,6	520,2	1148,0	32	1,2
8	26,2	133,7	90,0	52	2,0	463,9	1023,7	41	1,6
9	29,5	106,0	71,3	65	2,6	417,9	922,4	52	2,1
10	32,8	85,8	57,7	81	3,2	379,7	838,0	65	2,5
11	36,1	70,8	47,6	98	3,8	347,3	766,5	78	3,1
12	39,4	59,2	39,9	116	4,6	319,5	705,1	93	3,7
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.

H40L - 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	1259,8	847,7	1	0,0	1259,8	2780,4	0	0,0
2	6,6	629,0	423,2	1	0,0	629,0	1388,2	1	0,0
3	9,8	253,0	170,2	2	0,1	380,0	838,7	1	0,1
4	13,1	105,0	70,7	2	0,1	210,0	463,5	2	0,1
5	16,4	52,0	35,0	3	0,1	130,0	286,9	2	0,1
6	19,7	24,0	16,1	3	0,1	72,0	158,9	2	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.

H40L - 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	156,2	105,1	4	0,1	312,5	689,6	3	0,1
5	16,4	99,0	66,6	6	0,2	247,5	546,3	5	0,2
6	19,7	67,9	45,7	8	0,3	203,8	449,8	7	0,3
7	23,0	49,2	33,1	11	0,4	172,2	380,0	9	0,3
8	26,2	37,0	24,9	14	0,6	148,1	326,9	12	0,5
9	29,5	28,7	19,3	18	0,7	129,1	285,0	15	0,6
10	32,8	22,7	15,3	23	0,9	113,6	250,8	18	0,7
11	36,1	18,3	12,3	27	1,1	100,7	222,3	22	0,9
12	39,4	15,0	10,1	33	1,3	89,8	198,1	26	1,0
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 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.