MULTI PURPOSE TRUSS: X/H30 AND H40 SERIES

Loading figures Mark approval certificate No. 540/96Test report No. 539/96UNIFORMLY DISTRIBUTED LOADPROLYTE H30D - ALLOWABLE LOADINGMAXIMUM ALLOWABLE POINT LOADSm040506070809101112DEFLECTIONft total kg kg/m lbs/ft mm inch kg lbs kg lbs kg lbs kg lbs weight13,1 936,0 234,0 157,4 10,0 0,4 468,0 1033,1 351,0 774,8 234,0 516,6 194,7 429,8 18,816,4 935,0 187,0 125,8 20,0 0,8 468,0 1033,1 351,0 774,8 234,0 516,6 194,7 429,8 23,519,7 816,0 136,0 91,5 30,0 1,2 408,0 900,7 306,0 675,5 204,0 450,3 169,7 374,7 28,223,0 700,0 100,0 67,3 41,0 1,6 350,0 772,6 262,5 579,5 175,0 386,3 145,6 321,4 32,926,2 616,0 77,0 51,8 54,0 2,1 308,0 679,9 231,0 509,9 154,0 340,0 128,1 282,8 37,629,5 549,0 61,0 41,0 69,0 2,7 275,0 607,1 206,3 455,3 137,5 303,5 114,4 252,5 42,332,8 490,0 49,0 33,0 84,0 3,3 245,0 540,8 183,8 405,6 122,5 270,4 101,9 225,0 47,036,1 451,0 41,0 27,6 103,0 4,1 226,0 498,9 169,5 374,2 113,0 249,4 94,0 207,5 51,739,4 408,0 34,0 22,9 121,0 4,8 204,0 450,3 153,0 337,7 102,0 225,2 84,9 187,3 56,41 inch = 25.4 mm | 1m = 3.28 ft | 1 lbs = 0.453 kg | 1 daN = 10 N ~ 1 kgMax. allowable CPL between 2 node points at each of the main chords = 130 kg. The total applied load should not exceed the data in the loading table.Loading figures only valid for static loads and spans with two supporting points. Spans must be supported at each end. If dynamic loads or more supporting pointsare applied contact a structural engineer or Prolyte. Loading figures are based on the German DIN standards. To comply to the BS and ANSI standards the loadingdata have to be multiplied with 0,85Loading figures Mark approval certificate No. 548/96Test report No. 547/96m040506070809101112LOAD (KG)10009008007006005004003002001000UNIFORMLY DISTRIBUTED LOADPROLYTE H30D - LOADING4 5 6 7 8 9 10 11 12UNIFORMLY DISTRIBUTED LOADLOAD PER METERPROLYTE H30V - ALLOWABLE LOADINGDEFLECTIONPOINT LOADDEFLECTIONDEFLECTION in MM130117104917865523926130SPAN (M)MAXIMUM ALLOWABLE POINT LOADSft total kg kg/m lbs/ft mm inch kg lbs kg lbs kg lbs kg lbs weight13,1 1048,0 262,0 176,3 6,0 0,2 525,0 1158,9 393,8 869,2 262,5 579,5 218,4 482,1 25,216,4 1050,0 210,0 141,3 12,0 0,5 525,0 1158,9 393,8 869,2 262,5 579,5 218,4 482,1 31,519,7 1050,0 175,0 117,7 20,0 0,8 525,0 1158,9 393,8 869,2 262,5 579,5 218,4 482,1 37,823,0 1050,0 150,0 100,9 32,0 1,3 525,0 1158,9 393,8 869,2 262,5 579,5 218,4 482,1 44,126,2 1048,0 131,0 88,1 47,0 1,9 525,0 1158,9 393,8 869,2 262,5 579,5 218,4 482,1 50,429,5 1053,0 117,0 78,7 67,0 2,6 525,0 1158,9 393,8 869,2 262,5 579,5 218,4 482,1 56,732,8 1050,0 105,0 70,6 92,0 3,6 525,0 1158,9 393,8 869,2 262,5 579,5 218,4 482,1 63,036,1 1001,0 91,0 61,2 117,0 4,6 501,0 1106,0 375,8 829,5 250,5 553,0 208,4 460,1 69,339,4 924,0 77,0 51,8 140,0 5,5 462,0 1019,9 346,5 764,9 231,0 509,9 192,2 424,3 75,61 inch = 25.4 mm | 1m = 3.28 ft | 1 lbs = 0.453 kg | 1 daN = 10 N ~ 1 kgMax. allowable CPL between 2 node points at each of the main chords = 100 kg. The total applied load should not exceed the data in the loading table.Loading figures only valid for static loads and spans with two supporting points. Spans must be supported at each end. If dynamic loads or more supporting pointsare applied contact a structural engineer or Prolyte. Loading figures are based on the German DIN standards. To comply to the BS and ANSI standards the loadingdata have to be multiplied with 0,85LOAD (KG)1250112510008757506255003752501250PROLYTE H30V - LOADING4 5 6 7 8 9 10 11 12UNIFORMLY DISTRIBUTED LOADLOAD PER METERPOINT LOADDEFLECTIONDEFLECTION in MM130117104917865523926130SPAN (M)MULTI PURPOSE TRUSS: X/H30 AND H40 SERIES© PROLYTE PRODUCTS GROUP 37 WWW.PROLYTE.COM