Products: Litec

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- QD40SA		  
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- QL52A
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- RL76A		  
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Standard & Heavy Duty Truss
FX25S Flat FX30S Flat FX40S Flat Flat Corners
TX25S Triangular TX30S Triangular TX40S Triangular Trianagular corners
QX25S Square QX30S Square QX40S Square Square Corners
QD30S Square QD30SA Square QD40S Square QD40SA Square
Connection Systems Dado

FX25S Flat Truss
Flat section aluminium truss with 250mm long sides.
Characteristics of the materials
Lengthways tube Extruded tube Ø 50 × 1.5mm EN AW 6005 T6
Crossways tube Extruded tube Ø 14 × 1.5mm EN AW 6060 T6
Plate Aluminium casting plate EN AC 42200 T6
Connection Kits
FXFC Quick fit
FXSM8 Bolt connection

Linear Trusses
Code
Length
Weight
Plate (mm)
FX25S012M5
125mm
0.8kg
FX25S025
250mm
1.0kg
FX25S050
500mm
1.5kg
FX25S100
1000mm
2.2kg
FX25S150
1500mm
3.0kg
FX25S200
2000mm
3.9kg
FX25S250
2500mm
4.6kg
FX25S300
3000mm
5.4kg
FX25S350
3500mm
6.2kg
FX25S400
4000mm
7.0kg

Centre Point Load (C.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
269
269
0.17
2
261
261
1.33
3
79
79
1.41
4
31
31
1.43
5
13
13
1.49
6
5
5
1.59
Third Point Load (T.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
135
269
0.15
2
134
267
1.16
3
51
102
1.54
4
20
39
1.54
5
8
16
1.53
6
2
5
1.52
Quarter Point Load (Q.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
90
269
0.14
2
89
267
1.08
3
36
109
1.53
4
14
42
1.54
5
6
17
1.55
6
2
6
1.58
Fifth Point Load (F.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
67
269
0.13
2
67
267
1.03
3
28
113
1.52
4
11
43
1.52
5
4
18
1.52
6
1
5
1.51
Uniformly Distributed Load (U.P.L)
Span

(m)
Load

(kg/m)
Full Load (kg)
Central deflection (mm)
1
269
269
0.11
2
134
267
0.86
3
45
136
1.51
4
13
52
1.51
5
4
21
1.51
6
1
6
1.51
Load table has been prepared in accordance with UNI ENV 1999-1-1 (Eurocode 9).
When calculating the allowable loads, it is assumed that the load is suspended from the bottom chord and the truss is supported from the top chord at each end.
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.


FX30S Flat Truss
Flat section aluminium truss with 29cm long sides.
Characteristics of the materials
Lengthways tube Extruded tube Ø 50 × 2mm EN AW 6082 T6
Crossways tube Extruded tube Ø 18 × 2mm EN AW 6060 T6
Plate Aluminium casting plate EN AC 42200 T6
Connection Kits
FXFC Quick fit
FXSM10 Bolt connection

Linear Trusses
Code
Length
Weight
Plate (mm)
FX30S010M5
105mm
1.3kg
FX30S021
210mm
1.5kg
FX30S025
250mm
1.6kg
FX30S050
500mm
1.8kg
FX30S100
1000mm
2.7kg
FX30S150
1500mm
3.7kg
FX30S200
2000mm
4.7kg
FX30S250
2500mm
5.8kg
FX30S300
3000mm
6.7kg
FX30S350
3500mm
7.7kg
FX30S400
4000mm
8.7kg

Centre Point Load (C.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
1124
1124
0.38
2
423
423
1.16
3
123
123
1.16
4
48
48
1.18
5
21
21
1.22
6
9
9
1.28
Third Point Load (T.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
585
1169
0.34
2
274
549
1.28
3
79
158
1.27
4
31
62
1.27
5
13
26
1.27
6
5
10
1.26
Quarter Point Load (Q.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
390
1169
0.31
2
195
586
1.26
3
56
169
1.27
4
22
67
1.27
5
10
29
1.28
6
4
11
1.30
Fifth Point Load (F.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
292
1169
0.30
2
152
610
1.26
3
44
176
1.26
4
17
69
1.26
5
7
29
1.25
6
3
11
1.25
Uniformly Distributed Load (U.P.L)
Span

(m)
Load

(kg/m)
Full Load (kg)
Central deflection (mm)
1
1169
1169
0.25
2
366
732
1.25
3
70
211
1.25
4
21
83
1.25
5
7
35
1.25
6
2
13
1.25
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 (except for model FX25S).
When calculating the allowable loads, it is assumed that the load is suspended from the bottom chord and the truss is supported from the top chord at each end.
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.


FX40S Flat Truss
Flat section aluminium truss with 400mm sides.
Characteristics of the materials
Lengthways tube Extruded tube Ø 50 × 2mm EN AW 6082 T6
Crossways tube Extruded tube Ø 25 × 2mm EN AW 6060 T6
Plate aluminium casting plate EN AC 42200 T6
Connection Kits
FXFC Quick fit
FXSM10 Bolt connection

Linear Trusses
Code
Length
Weight
Plate (mm)
FX40S010
100mm
1.5kg
FX40S025
250mm
1.8kg
FX40S050
500mm
2.5kg
FX40S100
1000mm
3.3kg
FX40S150
1500mm
4.3kg
FX40S200
2000mm
5.3kg
FX40S250
2500mm
6.5kg
FX40S300
3000mm
7.2kg
FX40S350
3500mm
8.6kg
FX40S400
4000mm
9.2kg

Centre Point Load (C.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
904
904
0.15
2
620
620
0.80
3
180
180
0.80
4
72
72
0.81
5
33
33
0.83
6
15
15
0.87
Third Point Load (T.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
495
990
0.14
2
402
804
0.88
3
117
233
0.88
4
46
93
0.88
5
21
42
0.88
6
9
18
0.87
Quarter Point Load (Q.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
346
1038
0.13
2
286
858
0.87
3
83
249
0.88
4
33
100
0.88
5
15
45
0.88
6
7
20
0.89
Fifth Point Load (F.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
267
1070
0.13
2
223
893
0.87
3
65
259
0.87
4
26
103
0.87
5
12
46
0.87
6
5
20
0.87
Uniformly Distributed Load (U.P.L)
Span

(m)
Load

(kg/m)
Full Load (kg)
Central deflection (mm)
1
1213
1213
0.12
2
536
1072
0.86
3
104
311
0.86
4
31
124
0.86
5
11
56
0.86
6
4
24
0.86
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 (except for model FX25S).
When calculating the allowable loads, it is assumed that the load is suspended from the bottom chord and the truss is supported from the top chord at each end.
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.


Corners - Flat Truss
L2060P
60° horizontal
two way corner
L2060V
60° vertical
two way corner
L2090P
90° horizontal
two way corner
L2090V
90° vertical
two way corner
L2120P
120° horizontal
two way corner
L2120V
120° vertical
two way corner
L2135P
135° horizontal
two way corner
L2135V
135° vertical
two way corner
L3LP
90° horizontal
left three way corner
L3RP
90° horizontal
right three way corner
L3LV
90° vertical
left three way corner
L3RV
90° vertical
right three way corner
T3NP
horizontal three way "T"
T3NV
vertical three way "T"
T4NP
horizontal four way "T"
T4NV
vertical four way "T"
X4NP
horizontal four way cross
X4NV
vertical four way cross
ACL
mobile connector with quick-clamps,
long version
ACS
mobile connector with quick-clamps,
short version
FP
Floor Plate

TX25S Triangular Truss
Triangular section aluminium truss with 250mm long sides.
Characteristics of the materials
Lengthways tube Extruded tube Ø 50 × 1.5mm EN AW 6005 T6
Crossways tube Extruded tube Ø 14 × 1.5mm EN AW 6060 T6
Plate Aluminium casting plate EN AC 42200 T6
Connection Kits
TXFC Quick fit
TXSM8 Bolt connection

Linear Trusses
Code
Length
Weight
Plate (mm)
TX25S012M5
100mm
1.3kg
TX25S025
250mm
1.5kg
TX25S050
500mm
2.4kg
TX25S100
1000mm
3.6kg
TX25S150
1500mm
4.8kg
TX25S200
2000mm
6.0kg
TX25S250
2500mm
7.2kg
TX25S300
3000mm
8.4kg
TX25S350
3500mm
9.5kg
TX25S400
4000mm
10.6kg

Centre Point Load (C.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
467
467
0.3
2
352
352
2.0
3
260
260
4.0
4
205
205
8.0
5
168
168
14.0
6
141
141
20.0
7
121
121
28.0
8
105
105
38.0
9
92
92
49.0
10
81
81
61.0
11
71
71
75.0
12
63
63
91.0
13
56
56
109.0
14
50
50
128.0
Third Point Load (T.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
233
467
0.2
2
227
455
2.0
3
174
348
5.0
4
141
281
10.0
5
117
234
16.0
6
99
199
24.0
7
86
172
34.0
8
75
150
45.0
9
66
132
58.0
10
59
117
79.0
11
53
105
91.0
12
47
93
109.0
13
41
83
129.0
14
37
74
151.0
Quarter Point Load (Q.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
156
467
0.2
2
155
464
2.0
3
140
420
6.0
4
113
338
11.0
5
91
273
17.0
6
76
227
26.0
7
64
193
35.0
8
56
167
47.0
9
48
144
59.0
10
42
127
74.0
11
37
111
89.0
12
33
98
106.0
13
29
87
126.0
14
26
78
148.0
Fifth Point Load (F.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
117
467
0.2
2
116
464
2.0
3
113
450
6.0
4
88
353
11.0
5
72
287
18.0
6
60
240
26.0
7
51
204
36.0
8
44
178
47.0
9
39
154
60.0
10
34
136
75.0
11
30
121
92.0
12
27
107
110.0
13
24
95
130.0
14
21
83
150.0
Uniformly Distributed Load (U.P.L)
Span

(m)
Load

(kg/m)
Full Load (kg)
Central deflection (mm)
1
467
467
0.2
2
232
464
1.0
3
154
461
5.0
4
115
458
12.0
5
76
381
19.0
6
53
320
28.0
7
39
270
39.0
8
29
231
51.0
9
22
200
64.0
10
18
176
80.0
11
14
154
96.0
12
11
133
113.0
13
9
116
131.0
14
7
104
154.0
Load table has been prepared in accordance with UNI ENV 1999-1-1 (Eurocode 9).
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.


TX30S Triangular Truss
Triangular section aluminium truss with 290mm long sides.
Characteristics of the materials
Lengthways tube Extruded tube Ø 50 × 2mm EN AW 6082 T6
Crossways tube Extruded tube Ø 20 × 2mm EN AW 6082 T6
Plate Aluminium casting plate EN AC 42200 T6
Connection Kits
TXFC Quick fit
TXSM10 Bolt connection

Linear Trusses
Code
Length
Weight
Plate (mm)
TX30S010M5
105mm
2.3kg
TX30S021
210mm
2.6kg
TX30S025
250mm
2.7kg
TX30S050
500mm
3.7kg
TX30S100
1000mm
5.4kg
TX30S150
1500mm
7.2kg
TX30S200
2000mm
9.0kg
TX30S250
2500mm
10.7kg
TX30S300
3000mm
12.5kg
TX30S350
3500mm
14.2kg
TX30S400
4000mm
16.0kg

Centre Point Load (C.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
1306
1306
0.4
2
784
784
2.0
3
556
556
5.0
4
427
427
9.0
5
345
345
15.0
6
288
288
22.0
7
245
245
30.0
8
213
213
40.0
9
186
186
51.0
10
164
164
64.0
11
145
145
78.0
12
130
130
94.0
13
116
116
111.0
14
104
104
130.0
15
93
93
151.0
16
83
83
174.0
Third Point Load (T.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
830
1661
0.5
2
534
1068
2.0
3
390
779
6.0
4
305
610
11.0
5
249
498
18.0
6
210
419
27.0
7
179
359
37.0
8
156
313
49.0
9
137
274
63.0
10
121
243
78.0
11
109
218
96.0
12
97
194
114.0
13
87
175
135.0
14
79
157
158.0
15
71
142
183.0
16
64
127
208.0
Quarter Point Load (Q.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
638
1913
0.5
2
433
1300
3.0
3
297
891
6.0
4
225
676
12.0
5
180
540
18.0
6
149
447
27.0
7
127
380
37.0
8
109
327
48.0
9
95
284
61.0
10
84
251
75.0
11
74
222
91.0
12
66
198
109.0
13
59
176
128.0
14
53
158
149.0
15
47
140
171.0
16
42
127
197.0
Fifth Point Load (F.P.L)
Span

(m)
Point Load (kg)
Full Load (kg)
Central deflection (mm)
1
506
2025
0.5
2
338
1351
3.0
3
237
948
7.0
4
181
726
12.0
5
146
584
19.0
6
121
486
28.0
7
104
415
38.0
8
90
359
50.0
9
79
314
64.0
10
69
276
78.0
11
61
246
96.0
12
55
219
114.0
13
49
196
134.0
14
44
175
156.0
15
39
157
180.0
16
35
139
204.0
Uniformly Distributed Load (U.P.L)
Span

(m)
Load

(kg/m)
Full Load (kg)
Central deflection (mm)
1
2025
2025
0.4
2
919
1837
3.0
3
418
1253
7.0
4
236
945
13.0
5
150
751
20.0
6
103
618
29.0