LOADING TABLE TRUSS TYPE H30D CIRCLES EN 20153

User Manual: LOADING-TABLE-TRUSS-TYPE-H30D-CIRCLES-EN-20153

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H30D Circular truss - Allowable Loading
3 Suspension Points

UDL

Diameter

4 Suspension Points

UDL

CPL

6 Suspension Points

UDL

CPL

8 Suspension Points

UDL

CPL

10 Suspension Points

UDL

CPL

CPL

m

ft

kg/m

lbs/ft

kg

lbs

kg/m

lbs/ft

kg

lbs

kg/m

lbs/ft

kg

lbs

kg/m

lbs/ft

kg

lbs

kg/m

lbs/ft

kg

4

13.1

115

77,1

317

699,8

204

137,3

456

1006,3

409

275,3

686

1513,3

621

417,7

839

1852,5

829

558,1

938 2070,3

lbs

6

19.7

58

38,7

231

510,0

109

73,7

347

767,0

238

160,5

565

1246,8

379

254,9

731

1612,9

520

349,9

847 1870,6

8

26.2

34

22,9

181

400,3

68

45,9

280

618,8

159

106,7

480

1059,3

262

176,2

647

1427,6

368

247,6

773 1705,6

10

32.8

22

14,7

149

328,9

46

31,1

235

518,0

114

76,4

417

920,3

194

130,5

580

1280,0

278

187,4

710 1567,0

12

39.4

15

10,0

126

278,7

33

22,3

202

444,9

85

57,4

357

789,0

150

101,2

484

1069,0

220

148,1

610 1346,1

14

45.9

10

7,1

109

241,5

25

16,6

176

389,6

62

41,6

302

667,3

112

75,6

412

909,5

177

119,4

520 1148,4

This loading figure is based on Uniformly Divided Suspension Points and a suspended load in each of the fields. In all other cases, this loading data is NOT valid.
If loads are unevenly divided, instability will occur. For more details and loading figures of other diameters, please contact our engineering department.
• The absence of diagonal braces at the top and/or bottom side of the truss means a dramatic reduction in the allowable loading; a structural report
per situation is required for these models.
• Loading figures are based on Eurocode; to comply with BS 7905-2 / ANSI E1.2-2006 / CWA 15902-2, the loading data must be multiplied by 0.85.
• Truss orientation apex-up/down. Truss 100% horizontal.
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