Trusst CT290-402S Users Manual

Span (meters)

1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

16

Center Point Load (kgs)

2768

2071

1377

1030

820

680

579

503

443

395

355

322

293

268

246

227

CP Deflection (mm)

1 3 7

13

21

30

41

53

67

83

100

119

140

162

186

212

Uniformly Distributed Load (kgs)

2768

2764

2755

2060

1640

1360

1158

1005

886

790

710

644

586

537

493

454

UDL Deflection (mm)

1 4 9

17

26

37

51

66

84

103

125

149

175

203

233

265

Span (feet)

3.28

6.56

9.84

13.12

16.40

19.69

22.97

26.25

29.53

32.81

36.09

39.37

42.65

45.93

49.21

52.49

Center Point Load (lbs)

6103

4567

3037

2270

1808

1499

1276

1108

977

871

783

709

646

592

544

501

CP Deflection (inches)

0.04

0.12

0.28

0.51

0.83

1.18

1.61

2.09

2.64

3.27

3.94

4.69

5.51

6.38

7.32

8.35

Uniformly Distributed Load (lbs)

6103

6094

6075

4541

3616

2998

2554

2217

1954

1741

1566

1420

1292

1185

1088

1001

UDL Deflection (inches)

0.04

0.16

0.35

0.67

1.02

1.46

2.01

2.60

3.31

4.06

4.92

5.87

6.89

7.99

9.17

10.43

Load Rating Chart

CT290 Load Data

CT290 truss sections are manufactured using 50mm (1.97”) diameter x 2mm (.08”) wall main tube and 20mm (.79”) x 2mm (.08”) wall diagonal tube, 6082-T6

aluminum alloy. The box truss is 290mm x 290mm (11.42” x 11.42”) square.

Metric

Load ratings are only valid static loads and spans with two supporting points. If dynamic loads or wind loads are involved, or more supporting points are applied, contact a structural engineer.

Load ratings are only valid static loads and spans with two supporting points. If dynamic loads or wind loads are involved, or more supporting points are applied, contact a structural engineer.

Standard/Imperial