QL40A High Load
Square section high load aluminium truss with 400mm long sides.
Characteristics of the materials
Lengthways tube Extruded tube Ø 50 × 4mm EN AW 6082 T6
Diagonal tube Extruded tube Ø 30 × 3mm EN AW 6082 T6
Ends Aluminium fork connector EN AW 6082 T6
Connection Kits
KHLP Steel pin

Linear Trusses
Code
Length
Weight
Plate (mm)
QL40100A
1000mm
14.7kg
QL40130A
1300mm
17.2kg
QL40200A
2000mm
25.3kg
QL40300A
3000mm
35.9kg
 

Centre Point Load (C.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
2601
2601
3
4
2264
2264
6
5
2004
2004
11
6
1795
1795
17
7
1624
1624
24
8
1480
1480
33
9
1358
1358
43
10
1253
1253
55
11
1160
1160
69
12
1079
1079
84
13
1006
1006
101
14
941
941
120
15
881
881
141
16
827
827
163
17
779
779
187
18
733
733
213
19
691
691
240
20
652
652
270
Third Point Load (T.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
1521
3043
3
4
1360
2720
6
5
1229
2458
11
6
1119
2239
18
7
1027
2055
26
8
947
1895
36
9
879
1757
48
10
818
1636
61
11
764
1527
77
12
715
1430
95
13
671
1342
114
14
631
1262
136
15
595
1190
159
16
561
1121
185
17
530
1061
212
18
501
1003
242
19
475
950
274
20
450
899
308
Quarter Point Load (Q.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
1110
3331
3
4
1010
3031
6
5
926
2778
12
6
854
2562
19
7
793
2378
28
8
738
2213
39
9
690
2069
52
10
647
1940
67
11
608
1824
85
12
573
1720
105
13
541
1622
127
14
512
1536
152
15
484
1453
178
16
460
1380
208
17
430
1291
237
18
404
1211
268
19
379
1136
300
20
356
1069
335
Fifth Point Load (F.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
884
3535
3
4
814
3256
7
5
754
3016
12
6
702
2809
20
7
657
2628
29
8
616
2465
41
9
580
2320
55
10
546
2184
72
11
504
2015
89
12
467
1867
108
13
434
1736
130
14
405
1621
153
15
379
1514
178
16
355
1419
205
17
333
1333
234
18
313
1253
265
19
295
1179
298
20
278
1111
333
Uniformly Distributed Load (U.P.L)
Span

(m)
Load

(kg/m)
Full Load (kg)
Central deflection (mm)
3
1579
4736
3
4
1173
4693
8
5
891
4456
15
6
692
4151
24
7
549
3842
35
8
445
3561
49
9
362
3260
64
10
301
3007
82
11
253
2779
101
12
216
2587
123
13
185
2407
147
14
160
2240
173
15
139
2078
199
16
121
1944
229
17
107
1813
260
18
94
1693
292
19
84
1590
327
20
75
1496
364
Load table has been prepared in accordance with UNI ENV 1999-1-1 (Eurocode 9).
TÜV certification has been made in accordance with DIN 4113.
When calculating the allowable loads shown in the table, it is assumed that the trusses are simply supported at the end connection and that static loads will be applied to the node points.
The application of the load shall be on the centre line of the truss.
The values shown in the table are the allowable static loads that can be applied to the truss. This is the live load or the payload.
The self weight of the truss has been taken into account when calculating the values in the table.