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H30V - Allowable Loading
MAXIMUM ALLOWABLE POINT LOADS
Uniformly Distributed
Load
SPAN
m ft kg/m lbs/ft mm inch kgs lbs mm inch kgs lbs kgs lbs kgs lbs total weight
1 3.3 1984,1 1335.0 1 0.04 1984,1 4378.9 1 0.04 992,1 2189.5 660,3 1457.3 496,0 1094.7 6,3
2 6.6 988,9 665.4 4 0.16 1977,8 4365.0 3 0.12 988,9 2182.5 657,2 1450.4 494,5 1091.3 12,6
3 9.8 657,2 442.2 9 0.35 1936,7 4274.4 7 0.28 985,8 2175.6 654,0 1443.4 492,9 1087.8 18,9
4 13.1 491,3 330.6 17 0.67 1447,0 3193.6 13 0.51 982,6 2168.6 650,9 1436.5 491,3 1084.3 25,2
5 16.4 391,8 263.6 26 1.02 1152,0 2542.4 21 0.83 864,0 1906.8 576,0 1271.2 478,1 1055.1 31,5
6 19.7 318,1 214.0 37 1.46 954,2 2105.9 30 1.18 715,6 1579.4 477,1 1052.9 396,0 873.9 37,8
7 23.0 232,0 156.1 51 2.01 812,0 1792.1 41 1.61 609,0 1344.1 406,0 896.1 337,0 743.7 44,1
8 26.2 176,2 118.5 66 2.60 704,6 1555.1 53 2.09 528,5 1166.3 352,3 775.5 292,4 645.4 50,4
9 29.5 137,9 92.8 84 3.31 620,4 1369.2 67 2.64 465,3 1026.9 310,2 684.6 257,5 568.2 56,7
10 32.8 110,5 74.3 104 4.09 552,4 1219.0 83 3.27 414,3 914.3 276,2 609.5 229,2 505.9 63,0
11 36.1 90,2 60.7 125 4.92 496,1 1095.0 100 3.94 372,1 821.2 248,1 547.5 205,9 454.4 69,3
12 39.4 74,8 50.3 149 5.87 448,7 990.4 119 4.69 336,6 742.8 224,4 495.2 186,2 411.0 75,6
13 42.6 62,8 42.3 175 6.89 408,2 900.8 140 5.51 306,1 675.6 204,1 450.4 169,4 373.8 81,9
14 45.9 53,3 35.8 203 7.99 372,9 823.1 163 6.42 297,7 617.3 186,5 411.5 154,8 341.6 88,2
15 49.2 45,6 30.7 233 9.17 342,0 754.8 187 7.36 256,5 566.1 171,0 377.4 141,9 313.2 94,5
16 52.5 39,3 26.5 265 10.43 314,5 694.1 212 8.35 235,9 520.6 157,3 347.1 130,5 288.1 100,8
1 inch = 25,4 mm | 1m = 3.28 ft | 1 lbs = 0,453 kg
UDL
DEFLECTION
Centre Point Load Single Load Third Points
CPL
DEFLECTION
Load per Point
TPL QPL FPL
Single Load Fourth Points
Load per Point
Single Load Fifth Points
Load per Point
SPAN
• Loading figures only valid for static loads and spans with tw o supporting points
• Spans must be supported at each end
• If dynamic loads or wind loads are involved, or more supporting points are applied, contact a
structural engineer or Prolyte Customer Service
• Loading figures are based on German DIN standards; to comply with BS 7905-2 / ANSI E1.2-2006
/ CWA 15902-2, the loading data must be multiplied by 0.85
• The self-weight of the trusses has already been taken into account
• For spans longer than indicated and with a different loading setup use the KYLo program
• Prolyte Structures can create custom-made pieces on request
Mark approval certificate
No. 2256/04.
Test report No. 2255/04.
TUV certification only valid
for loading table above.
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