Looking for new constructions designed to meet the requirements of the largest aluminium structure?
The Giant truss 15 truss is developed for special applications where extreme loads or conditions require enormous strength.
Main chord of 100mm with 8mm wall thickness
Tolerance free conical connector system
High stability aluminium alloy
Incredible robustness, strength, and reliability
Spans up to 32 metres are no challenge for this truss
Biggest truss ever manufactured in our aluminium production
Proudly designed in Germany and Made in India.
Technical Specifications
Load Chart
Downloads
Technical Specifications
Height
1460 mm / 57.48 in
Width
700 mm / 27.55 in
Weight
~65 kg/m / 43.6 lbs/ft
Main Tube
100 x 8 mm / 3.94 x 0.31 in
Braces
50 x 3 mm / 1.97 x 0.12 in
Braces
60 x 60 x 4 mm / 2.36 x 2.36 x 0.16 in
Material
EN-AW-6082 T6
Pin Position
Horizontal
Connection
SG5
Load Chart
Span Width
(UDL)
Defl.
(CPL)
Defl.
(TPL)
(QPL)
(FPL)
m
ft.
kg/m
lb./ft.
cm
kg
lb.
cm
kg
lb.
kg
lb.
kg
lb.
24
78.74
646
434
11.89
6231
13738
8.22
4225
9316
3445
7596
2619
5774
28
91.86
463
311
15.55
5362
11823
11.08
3681
8116
2937
6476
2234
4926
32
104.99
344
231
19.8
4657
10268
14.49
3228
7118
2524
5565
1924
4243
36
118.11
262
176
24.65
4067
8966
18.48
2848
6279
2187
4821
1669
3679
40
131.23
204
137
30.1
3562
7853
23.08
2515
5545
1903
4196
1451
3200
44
144.36
160
108
36.18
3127
6894
28.35
2226
4907
1659
3657
1263
2784
48
157.48
127
85
42.89
2738
6037
34.3
1968
4340
1447
3191
1098
2422
52
170.6
102
68
50.25
2394
5279
41.03
1736
3827
1260
2777
952
2099
56
183.73
82
55
58.28
2081
4588
48.53
1524
3361
1092
2408
820
1808
60
196.85
65
44
66.99
1796
3961
56.9
1331
2935
939
2071
700
1543
Downloads
No Downloads Available
Notes
• The values are characteristic according to Eurocode. Partial safety factors (1,35/1,5) are considered. This includes permanent and variable actions. • Interaction of internal forces at connector are considered. • The table data have no limitation of deflection. • The loads are only valid for static loads. The system is perfect and secured against lateral buckling. • The self-weight of the truss system is considered. • The deflection is calculated for an ideal Timoshenko-Beam. Because of the flexibility of the connector real deflection is a little bit higher. • Load application occurs directly in the nodes and both framework sides are loaded equally. • The values are only valid for the single span girders analysed here. Complex structures are not covered by this. • Complex structures, special cases or special constructions can be analysed by Runtemund Engineering acc. to German, European or International standards