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H40R Rectangular Truss Length

Catalog number: H40R-L100
Item code: 111050492

The H40R truss is a rectangular standard H40 truss constructed of main chords (48 x 3 mm) and diagonal members (20 x 2 mm). Equipped with the CCS6 conical coupling system the H40R has a clever program of specifications; compact and strong the H40R has three-sided webbing, the thicker braces on the bottom side allow easy mounting of moving heads and central loading, reducing the torsion effect resulting from one-sided loading in standard trusses. The spigot orientation follows that of the S series truss, allowing easy assembly while the truss is still on the floor. The H40R measures 387 mm high by 287 mm wide. The H40R is available in all standard lengths as well as a box-corner, a box corner attachment and the H40R MPT adapter; completing the H40R range to a convenient and flexible range.

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H40R Rectangular 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
0,50	1,90	4,91	10.82	H40R-L050	211050055
1,00	3,28	7,89	17.39	H40R-L100	111050492
1,50	4,57	10,91	24.05	H40R-L150	111050502
2,00	6,56	14,24	31.39	H40R-L200	111050493
2,50	8,20	16,90	37.26	H40R-L250	111050503
3,00	9,84	20,22	44.58	H40R-L300	111050494
4,00	13,12	26,48	58.38	H40R-L400	111050504
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

H40R - 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	835,3	562,0	7	0,3	2198,8	4852,8	6	0,2	1252,9	2765,2	835,3	1843,4	626,5	1382,6	20.7
4	13,1	624,9	420,4	13	0,5	1712,1	3778,7	10	0,4	1214,9	2681,3	833,1	1838,7	624,9	1379,1	27.6
5	16,4	498,6	335,5	20	0,8	1435,5	3168,2	16	0,6	993,8	2193,4	815,0	1798,7	623,3	1375,5	34.5
6	19,7	414,4	278,9	29	1,1	1234,1	2723,6	23	0,9	851,5	1879,2	675,8	1491,5	529,5	1168,7	41.4
7	23,0	354,3	238,4	40	1,6	1080,5	2384,6	32	1,2	753,2	1662,4	584,8	1290,6	461,8	1019,1	48.3
8	26,2	277,3	186,6	52	2,0	959,3	2117,1	41	1,6	674,4	1488,3	514,4	1135,3	408,8	902,3	55.2
9	29,5	217,8	146,5	65	2,6	861,0	1900,3	52	2,1	609,5	1345,3	458,3	1011,6	366,1	808,1	62.1
10	32,8	175,2	117,9	81	3,2	779,7	1720,7	65	2,5	555,3	1225,4	412,5	910,4	330,9	730,4	69.0
11	36,1	143,7	96,7	98	3,8	711,0	1569,2	78	3,1	509,0	1123,4	374,3	826,0	301,3	665,1	75.9
12	39,4	119,7	80,5	116	4,6	652,2	1439,4	93	3,7	469,2	1035,4	341,8	754,4	276,1	609,3	82.8
13	42,6	101,1	68,0	137	5,4	601,2	1326,8	109	4,3	434,3	958,6	313,9	692,7	254,3	561,1	89.7
14	45,9	86,3	58,0	158	6,2	556,4	1228,0	127	5,0	403,6	890,8	289,6	639,1	235,1	519,0	96.6
15	49,2	74,3	50,0	182	7,2	516,7	1140,4	146	5,7	376,3	830,4	268,1	591,8	218,2	481,7	103.5
16	52,5	64,5	43,4	207	8,1	481,3	1062,2	166	6,5	351,7	776,2	249,1	549,7	203,2	448,4	110.4
17	55,8	56,4	38,0	234	9,2	449,3	991,7	187	7,4	329,5	727,3	232,0	512,1	189,6	418,5	117.3
18	59,0	49,7	33,4	262	10,3	420,4	927,8	210	8,3	309,3	682,7	216,6	478,1	177,4	391,4	124,2
19	62,3	43,9	29,5	292	11,5	394,0	869,5	233	9,2	290,9	641,9	202,6	447,2	166,2	366,8	131,1
20	65,6	39,0	26,2	323	12,7	369,7	816,0	259	10,2	273,9	604,4	189,8	418,9	156,0	344,2	138
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.