X30L Ladder Truss Length

Catalog number: X30L-L100
Item code: 111080080

X30 truss is constructed of main chords (51 x 2 mm) and diagonal members (16 x 2 mm). Equipped with the CCS6 conical coupling system, the X30 truss is fast and easy to assemble. The X30 truss can be found in rental fleets all over the globe, where its low volume and flexible application possibilities makes it the ideal truss for exhibitions and low intensity rental jobs. X30 truss is available in ladder, triangular and square profiles and a range of corners and accessories.
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X30L Ladder Truss Length
Standard available lengths and codes
Metres Feet Weight (kg) Weight (lbs) Code Item Number
0,25 0,82 1,03 2.27 X30L-L025 111080068
0,29 0,95 1,09 2.40 X30L-L029 111080069
0,50 1,64 1,50 3.31 X30L-L050 111080072
0,71 2,33 1,91 4.21 X30L-L071 111080075
0,75 2,46 1,97 4.34 X30L-L075 111080076
1,00 3,28 2,47 5.45 X30L-L100 111080080
1,50 4,92 3,44 7.58 X30L-L150 111080083
2,00 6,56 4,40 9.70 X30L-L200 111080089
2,50 8,20 5,36 11.82 X30L-L250 111080092
3,00 9,84 6,33 13.96 X30L-L300 111080095
4,00 13,12 8,25 18.19 X30L-L400 111080099
Other Lengths available on request



 
 
Technical Specifications - X30 Series
Alloy EN AW 6082 T6
Main Chords 51 x 2 mm
Diagonal Members 16 x 2 mm
Coupling System CCS6

X30L - Allowable Loading (Span supported on top chord.)

Uniformly Distributed

Load

     

SPAN

UDL

DEFLECTION

CPL

DEFLECTION

 

m

ft

kg/m

lbs/ft

mm

inch

kgs

lbs

mm

inch

 

1

3,3

979,7

659,2

2

0,1

979,7

2162,2

1

0,0

 

2

6,6

345,0

232,1

1

0,1

345,0

761,4

1

0,0

3

9,8

135,0

90,8

3

0,1

203,0

448,0

2

0,1

4

13,1

64,0

43,1

4

0,2

128,0

282,5

3

0,1

5

16,4

27,0

18,2

4

0,2

67,0

147,9

3

0,1

6

19,7

12,0

8,1

4

0,1

36,0

79,5

3

0,1

1 inch = 25,4 mm | 1m = 3.28 ft | 1 lbs = 0,453 kg

Spans must be supported at each end.

Loads must be suspended from bottom chord only.

X30L - Allowable Loading (Top chord sideways supported each metre.)

Uniformly Distributed

Load

     

SPAN

UDL

DEFLECTION

CPL

DEFLECTION

 

m

ft

kg/m

lbs/ft

mm

inch

kgs

lbs

mm

inch

 

4

13,1

243,2

163,7

18

0,7

459,8

1014,8

15

0,6

 

5

16,4

176,3

118,6

28

1,1

381,7

842,3

23

0,9

6

19,7

123,2

82,9

41

1,6

325,5

718,3

33

1,3

7

23,0

90,6

61,0

55

2,2

283,0

624,7

44

1,7

8

26,2

69,2

46,6

72

2,9

249,8

551,2

58

2,3

9

29,5

54,4

36,6

92

3,6

222,9

492,0

73

2,9

10

32,8

43,7

29,4

113

4,5

200,7

443,0

91

3,6

 

11

36,1

35,8

24,1

137

5,4

182,1

401,8

110

4,3

 

12

39,4

29,8

20,0

163

6,4

166,1

366,5

131

5,1

 

1 inch = 25,4 mm | 1m = 3.28 ft | 1 lbs = 0,453 kg

Spans must be supported at each end.

Loads must be suspended from bottom chord only.

X30L - Allowable Loading (Top chords sideways supported every 2 metres.)

Uniformly Distributed

Load

     

SPAN

UDL

DEFLECTION

CPL

DEFLECTION

 

m

ft

kg/m

lbs/ft

mm

inch

kgs

lbs

mm

inch

 

4

13,1

84,6

56,9

5

0,2

169,1

373,3

4

0,2

 

5

16,4

53,3

35,9

8

0,3

133,3

294,1

7

0,3

6

19,7

36,3

24,4

12

0,5

109,0

240,6

10

0,4

7

23,0

26,1

17,6

17

0,7

91,3

201,6

13

0,5

8

26,2

19,5

13,1

22

0,9

77,8

171,7

17

0,7

9

29,5

14,9

10,0

27

1,1

67,0

148,0

22

0,9

10

32,8

11,6

7,8

34

1,3

58,2

128,4

27

1,1

 

11

36,1

9,2

6,2

41

1,6

50,8

112,0

33

1,3

 

12

39,4

7,4

5,0

49

1,9

44,4

97,9

39

1,5

 

1 inch = 25,4 mm | 1m = 3.28 ft | 1 lbs = 0,453 kg

Spans must be supported at each end.

Loads must be suspended from bottom chord only.

 
  • Tüv certification only valid for loading table above.
  • Loading figures are only valid for static loads.
  • Loading figures are only valid for single spans with supports at both ends.
  • All static systems, other than single spans, need an individual structural calculation. Please contact a structural engineer or Prolyte B.V. for assistance.
  • Loading figures are calculated according to and in full compliance with European standards (Eurocode).
  • The self-weight of the trusses is already taken into account.
  • Loading figures are only valid for the cross sectional orientation of the truss as shown by the icon in the loading table.
  • The interaction between bending moment and shear force at the connection point is already taken into account.
  • Truss spans can be assembled from different truss lengths.
  • Read the manual before assembling, using and loading the truss.
  • Available worldwide
  • Fast and easy assembly
  • Low volume
  • Versatile application
  • Ideal for exhibitons

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