B100RV Rectangular Truss Length

Catalog number: B100RV-L100 - Item code: 111110011

B100RV Series truss is constructed of main tubes (60 x 6 mm) and diagonals (48 x 3 mm). Equipped with the CCS7 conical coupling system, the B100RV truss is fast and easy to assemble. Due to its 4-sided webbing the B100RV truss can absorb vertical as well as horizontal loads, which make sit ideal for outdoor or 3 dimensional structures. Standard equipped with a set of castors, the truss is easy to transport and stack, and clever pin orientation makes the assembly fool proof. B100RV truss is available in triangular and square profiles and a range of corners and accessories.

Standard available lengths and codes
Metres	Feet	Weight (kg)	Weight (lbs)	Code	Item Number
0,74	2,43	21,40	47.18	B100RV-L074	111110008
0,80	2,62	21,80	48.06	B100RV-L080	111110010
1,00	3,28	31,70	69.89	B100RV-L100	111110011
1,20	3,94	34,40	75.84	B100RV-L120	111110012
2,00	6,56	52,60	115.96	B100RV-L200	111110013
2,40	7,87	57,80	127.43	B100RV-L240	111110014
2,50	8,20	58,40	128.75	B100RV-L250	111110015
3,00	9,84	75,10	165.57	B100RV-L300	111110017
4,00	13,12	87,40	192.68	B100RV-L400	111110019
Other Lengths available on request

Where can I get this product?

Advantages

Vertical and horizontal absorbtion
Clever pin orientation
Fast and easy to assemble
Ideal for outdoor or 3-dimensional constructions
Equiped with casters for easy transportation

Downloads

LOADING TABLE TRUSS TYPE B100RV LENGTHS (PDF, 149KB)

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CANTILEVER LOADS TRUSS TYPE B100RV EN (PDF, 29KB)

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Technical specifications

Technical Specifications - B100RV Series
Alloy	EN AW 6082 T6
Main Tubes	60 x 6 mm
Braces	48 x 3 mm
Coupling System	CCS7

Load all specifications

LOADING TABLE TRUSS TYPE B100RV LENGTHS (PDF, 149KB)

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Email address*

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CANTILEVER LOADS TRUSS TYPE B100RV EN (PDF, 29KB)

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B100RV - 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
6	19,7	1974,8	1328,8	9	0,3	5715,2	12613,4	7	0,3	3507,0	7739,9	2695,8	5949,7	2209,9	4877,2	132,0
7	23,0	1689,4	1136,8	12	0,5	5236,7	11557,5	10	0,4	3234,8	7139,3	2525,4	5573,5	2078,3	4586,7	154,0
8	26,2	1475,4	992,8	16	0,6	4828,7	10657,0	13	0,5	3023,2	6672,2	2388,2	5270,7	1977,4	4364,2	176,0
9	29,5	1245,1	837,8	20	0,8	4476,3	9879,2	16	0,6	2835,7	6258,4	2263,5	4995,6	1888,0	4166,9	198,0
10	32,8	1004,3	675,7	24	1,0	4168,4	9199,7	20	0,8	2668,3	5888,8	2149,6	4744,3	1805,2	3984,0	220,0
11	36,1	826,1	555,8	30	1,2	3896,8	8600,2	24	0,9	2517,7	5556,5	2045,1	4513,4	1709,3	3772,4	242,0
12	39,4	690,5	464,6	35	1,4	3655,1	8066,8	28	1,1	2381,4	5255,7	1948,6	4300,5	1597,4	3525,5	264,0
13	42,6	585,1	393,7	41	1,6	3438,4	7588,6	33	1,3	2257,3	4981,8	1859,2	4103,2	1497,8	3305,7	286,0
14	45,9	501,4	337,3	48	1,9	3242,8	7157,0	38	1,5	2143,7	4731,2	1754,8	3872,7	1408,5	3108,5	308,0
15	49,2	433,8	291,9	55	2,2	3065,2	6764,9	44	1,7	2039,3	4500,7	1626,9	3590,5	1327,8	2930,5	330,0
16	52,5	378,6	254,7	63	2,5	2902,9	6406,8	50	2,0	1942,9	4287,9	1514,3	3342,1	1254,5	2768,6	352,0
17	55,8	332,8	223,9	71	2,8	2754,0	6078,0	56	2,2	1853,4	4090,5	1414,3	3121,4	1178,6	2601,2	374,0
18	59,0	294,4	198,1	79	3,1	2616,6	5774,8	63	2,5	1770,2	3906,7	1324,8	2923,8	1104,0	2436,5	396,0
19	62,3	261,9	176,2	88	3,5	2488,3	5491,6	71	2,8	1692,4	3735,1	1244,1	2745,8	1036,8	2288,2	418,0
20	65,6	234,2	157,6	98	3,8	2341,9	5168,6	78	3,1	1619,5	3574,2	1171,0	2584,3	975,8	2153,6	440,0
21	68,9	210,3	141,5	108	4,2	2208,4	4874,0	86	3,4	1551,0	3423,0	1104,2	2437,0	920,2	2030,8	462,0
22	72,2	189,6	127,6	118	4,7	2086,0	4603,9	95	3,7	1486,4	3280,4	1043,0	2302,0	869,2	1918,3	484,0
23	75,4	171,6	115,5	129	5,1	1973,3	4355,2	103	4,1	1425,3	3145,7	986,7	2177,6	822,2	1814,6	506,0
24	78,7	155,8	104,8	141	5,5	1869,1	4125,1	113	4,4	1367,4	3017,9	934,5	2062,5	778,8	1718,8	528,0
25	82,0	141,8	95,4	153	6,0	1772,3	3911,4	122	4,8	1312,5	2896,6	886,1	1955,7	738,4	1629,7	550,0
26	85,3	129,4	87,1	165	6,5	1682,0	3712,3	132	5,2	1260,1	2781,1	841,0	1856,1	700,8	1546,8	572,0
27	88,6	118,3	79,6	178	7,0	1597,7	3526,0	142	5,6	1198,2	2644,5	798,8	1763,0	665,7	1469,2	594,0
28	91,8	108,5	73,0	191	7,5	1518,5	3351,3	153	6,0	1138,9	2513,5	759,3	1675,7	632,7	1396,4	616,0
29	95,1	99,6	67,0	205	8,1	1444,0	3187,0	164	6,5	1083,0	2390,2	722,0	1593,5	601,7	1327,9	638,0
30	98,4	91,6	61,6	220	8,7	1373,8	3031,9	176	6,9	1030,3	2273,9	686,9	1516,0	572,4	1263,3	660,0
31	101,7	84,3	56,8	235	9,2	1307,3	2885,2	188	7,4	980,5	2163,9	653,7	1442,6	544,7	1202,2	682,0
32	105,0	77,8	52,3	250	9,8	1244,3	2746,2	200	7,9	933,2	2059,6	622,2	1373,1	518,5	1144,2	704,0
33	108,2	71,8	48,3	266	10,5	1184,4	2614,1	213	8,4	888,3	1960,6	592,2	1307,0	493,5	1089,2	726,0
34	111,5	66,3	44,6	282	11,1	1127,4	2488,3	226	8,9	845,6	1866,2	563,7	1244,1	469,8	1036,8	748,0
35	114,8	61,3	41,3	299	11,8	1073,1	2368,2	239	9,4	804,8	1776,2	536,5	1184,1	447,1	986,8	770,0
36	118,1	56,7	38,2	316	12,5	1021,1	2253,5	253	10,0	765,8	1690,1	510,5	1126,7	425,4	938,9	792,0
37	121,4	52,5	35,3	334	13,2	971,3	2143,6	268	10,5	728,4	1607,7	485,6	1071,8	404,7	893,2	814,0
38	124,6	48,6	32,7	353	13,9	923,5	2038,2	282	11,1	692,6	1528,6	461,8	1019,1	384,8	849,2	836,0
39	127,9	45,0	30,3	371	14,6	877,6	1936,9	297	11,7	658,2	1452,7	438,8	968,4	365,7	807,0	858,0
40	131,2	41,7	28,0	391	15,4	833,5	1839,4	313	12,3	625,1	1379,6	416,7	919,7	347,3	766,4	880,0
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 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.