Our main stock is M290 Quatro, in lengths ranging from 0.25m – 3m, alongside a variety of accessories such as corner blocks and tower bases.
We also stock an amount of M290 Duo, Tri, and M390 Quatro.
Below are the load tables and specifications of each type of truss the we hold in our rigging hire department.
|
M |
0.5 |
1 |
1.5 |
2 |
2.5 |
3 |
4 |
5 |
|
DUO kg |
1.6 |
2.6 |
3.6 |
4.5 |
5.4 |
6.6 |
8.3 |
10.3 |
|
TRIO kg |
2.6 |
4.3 |
6 |
7.7 |
9.1 |
10.8 |
14.1 |
18 |
|
QUATRO kg |
3.9 |
6 |
8.3 |
10.6 |
12.9 |
15 |
19.6 |
23.5 |
Connection material (pins/clips/couplers) and packaging are not included in above weights
|
Span m |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
|
Centre Point Load (CPL) kg |
667.5 |
577.60 |
460 |
381.1 |
324.5 |
281.7 |
248.1 |
|
Deflection mm |
6 |
12.3 |
19.3 |
27.8 |
38 |
49.8 |
63.2 |
|
Third Point Load (TPL) kg |
333.7 |
332.6 |
331.4 |
285.8 |
243.3 |
211.2 |
186.1 |
|
Deflection mm |
5.1 |
12.1 |
23.6 |
35.4 |
48.2 |
63 |
79.7 |
|
Quarter Point Load (QPL) kg |
222.5 |
221.7 |
220.9 |
190.6 |
162.2 |
140.8 |
124.1 |
|
Deflection mm |
4.7 |
11.2 |
22 |
32.9 |
44.9 |
58.7 |
74.4 |
|
Fifth Point Load (FPL) kg |
166.9 |
166.3 |
165.7 |
158.8 |
135.2 |
117.4 |
103.4 |
|
Deflection mm |
4.5 |
10.7 |
21 |
34.9 |
47.5 |
62.1 |
78.7 |
|
Uniformly Distributed Load (UDL) kg/m |
222.5 |
166.3 |
132.5 |
110.1 |
92.7 |
70.4 |
55.1 |
|
Deflection mm |
3.8 |
8.9 |
17.4 |
30.1 |
47.2 |
61.6 |
78.1 |
| Span m | 4 | 6 | 8 | 10 | 12 | 16 | 20 |
| Centre Point Load (CPL) kg | 497.2 | 325.6 | 238 | 184.1 | 147 | 97.9 | 65.6 |
| Deflection mm | 10.6 | 24 | 43.1 | 68.1 | 99.5 | 183.2 | 299.2 |
| Third Point Load (TPL) kg | 372.9 | 244.2 | 178.5 | 138.1 | 110.2 | 73.4 | 49.2 |
| Deflection mm | 13.5 | 30.4 | 54.1 | 84.8 | 122.5 | 219.6 | 346.8 |
| Quarter Point Load (QPL) kg | 248.6 | 162.8 | 119 | 92 | 73.5 | 48.9 | 32.8 |
| Deflection mm | 12.5 | 28.3 | 50.5 | 79.4 | 115 | 207.8 | 331.3 |
| Fifth Point Load (FPL) kg | 207.2 | 135.7 | 99.2 | 76.7 | 61.2 | 40.8 | 27.3 |
| Deflection mm | 13.3 | 30 | 53.4 | 83.7 | 121 | 217.3 | 343.7 |
| Uniformly Distributed Load (UDL) kg/m | 248.6 | 108.5 | 59.5 | 36.8 | 24.5 | 12.2 | 6.6 |
| Deflection mm | 13.2 | 29.7 | 53 | 83.1 | 120.2 | 216 | 342 |
**TRIO figures are based on use in apex up/down orientation
| Span m | 4 | 6 | 8 | 10 | 12 | 16 | 20 |
| Centre Point Load (CPL) kg | 1155.4 | 762.5 | 563.7 | 442.5 | 360.2 | 253.8 | 186.2 |
| Deflection mm | 12.3 | 27.8 | 49.7 | 78.3 | 113.7 | 206.4 | 331.1 |
| Third Point Load (TPL) kg | 665.3 | 571.9 | 422.8 | 331.9 | 270.1 | 190.3 | 139.6 |
| Deflection mm | 12.1 | 35.4 | 63 | 98.5 | 142.1 | 253.9 | 399.2 |
| Quarter Point Load (QPL) kg | 443.5 | 381.3 | 281.8 | 221.3 | 180.1 | 126.9 | 93.1 |
| Deflection mm | 11.2 | 32.9 | 58.7 | 91.9 | 132.9 | 238.5 | 377.1 |
| Fifth Point Load (FPL) kg | 332.6 | 317.7 | 234.9 | 184.4 | 150.1 | 105.7 | 77.6 |
| Deflection mm | 10.7 | 34.9 | 62.1 | 97.2 | 140.3 | 250.9 | 394.9 |
| Uniformly Distributed Load (UDL) kg/m | 332.6 | 220.2 | 140.9 | 88.5 | 60 | 31.7 | 18.6 |
| Deflection mm | 8.9 | 30.1 | 61.6 | 96.5 | 139.3 | 249.2 | 392.4 |
These load tables have been provided by Milos and are correct as at time of publishing. All truss loading calculations are based on: Truss supported or suspended at both ends • Static loadings only • Loads applied in the node points • Self-weight of the truss is included in all listed load capacities • Spans made of different truss lengths • Interaction of bending moment and shear force at connector is considered • Structural analysis based on EN 1999 • All loading data should be multiplied by 0.85 to comply with BS 7905-2 and ANSI E1.2-2006 • For any other application, or in case of an assembled structure, contact Milos or a structural engineer • Safety factors used: self-weight 1.35 / variable loads 1.5
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