Load and Deflection:

Height
(mm)

Span
(mm)

Concentrated Point Load (kg)

Line Load (kg/m)

Uniform Load (kg/m2)

Deflection = 1% Span

63

 750

3511 

6160 

18616  

1000

1975 

3465 

7854 

1500

878

1540 

2327 

2000

494

866

982

2500

316

554

503

50

 750

1112 

1483 

4614 

1000

626

834

1947 

1500

278

371

577

2000

156

209

243

38

 500

939

1648 

7911 

 750

418

732

2344 

1000

235

412

989

1500

104

183

293

2000

 59

103

124

30

 500

462

811

4001 

 750

205

360

1185 

1000

116

203

500

1500

 51

 90

148

25

 500

267

469

2378 

 750

119

209

705

1000

 67

117

297

Note:The data listed below are for general information only.Variations,caused in part,by different resin systems and top surfaces,can produce differences in this load data of approximately 20%.

Height
(mm)

Span
(mm)

Concentrated Point Load (kg)

Line Load (kg/m)

Uniform Load (kg/m2)

Deflection = 1% Span

14

 500

66 

109

555

750

29

49

164 

1000

16

27

69 

22

 500

201

335

1653 

 750

89

149

490

1000

50

84

207

30

 500

481

802

3847

 750

214

356

1140

1000

120

200

481

1500

53

89

142

38

 500

958

1597

7665

 750

426

710

2271

1000

240

399

958

1500

106

177

284

2000

60

100

120

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