QL52 & QL52A High Load
QL52
Square section high load aluminium truss with 520mm 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)
QL52100
1000mm
13.3kg
QL52200
2000mm
23.8kg
QL52300
3000mm
33.6kg
 

QL52A
Square section high load aluminium truss with 520mm long sides, twist resistant.
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)
QL52100A
1000mm
16.9kg
QL52130A
1300mm
19.2kg
QL52200A
2000mm
26.7kg
QL52300A
3000mm
36.6kg
 

Load Tables for QL52A
Centre Point Load (C.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
2213
2213
1
4
1991
1991
3
5
1809
1809
5
6
1656
1656
9
7
1526
1526
13
8
1413
1413
18
9
1315
1315
24
10
1227
1227
30
11
1149
1149
38
12
1078
1078
47
13
1014
1014
57
14
956
956
68
15
903
903
80
16
853
853
94
17
808
808
108
18
766
766
124
19
727
727
141
20
690
690
159
21
659
659
179
22
622
622
199
Third Point Load (T.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
1239
2479
1
4
1141
2281
3
5
1056
2111
5
6
981
1963
9
7
917
1834
13
8
860
1720
18
9
808
1616
25
10
761
1523
32
11
719
1437
41
12
680
1360
50
13
644
1287
61
14
611
1222
74
15
580
1160
87
16
551
1102
102
17
524
1049
118
18
499
999
135
19
476
951
154
20
453
905
174
21
430
859
195
22
415
830
220
Quarter Point Load (Q.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
880
2640
1
4
821
2464
3
5
770
2311
5
6
724
2173
9
7
683
2049
13
8
646
1938
19
9
612
1836
26
10
581
1742
34
11
552
1656
43
12
525
1576
54
13
501
1502
66
14
478
1433
80
15
456
1367
94
16
436
1307
111
17
416
1249
129
18
398
1193
148
19
381
1142
169
20
364
1096
192
21
348
1044
215
22
333
1000
241
Fifth Point Load (F.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
3
687
2750
1
4
648
2593
3
5
613
2453
5
6
581
2323
9
7
552
2207
14
8
525
2101
20
9
501
2003
27
10
478
1911
35
11
456
1825
45
12
437
1748
57
13
418
1671
70
14
401
1603
85
15
384
1535
101
16
368
1473
118
17
350
1399
137
18
330
1321
155
19
313
1250
176
20
296
1182
197
21
281
1126
220
22
267
1067
245
Uniformly Distributed Load (U.P.L)
Span

(m)
Load

(kg/m)
Full Load (kg)
Central deflection (mm)
3
1108
3324
1
4
828
3313
3
5
660
3300
6
6
547
3284
11
7
457
3199
16
8
387
3093
24
9
330
2973
33
10
281
2815
43
11
243
2673
54
12
212
2542
68
13
186
2417
83
14
163
2281
98
15
144
2156
115
16
127
2027
133
17
113
1927
153
18
101
1827
175
19
91
1731
197
20
81
1630
220
21
74
1556
246
22
67
1467
272
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.