Products: Litec

Litecad Software	Display Line - FB20 - TB20 - QB20 - Display Dado - Accessories	Standard - Flat - Triangular - Square - Connections - Dado
Heavy Duty - QD30S - QD30SA - QD40S - QD40SA	High Load - QL40A - QL52 - QL52A - RL76 - RL76A	Lifting Systems
Libera - Libera 105 - Libera 76 - Libera 52 - Alusfera - Terrace Roofing	Roofing	Cablecross
Rigging Hardware	Litec Wear

HL52 Series High Load Line

QL40A

QL52

QL52A

RL76

RL76A

QL40A
Square section high load aluminium truss with 400mm long sides.
	Characteristics of the materials
	Lengthways tube	Extruded tube Ø 50 × 4mm EN AW 6082 T6
	Diagonal tube	Extruded tube Ø 30 × 3mm EN AW 6082 T6
	Ends	Aluminium fork connector EN AW 6082 T6
	Connection Kits
	KHLP	Steel pin

Linear Trusses
Code	Length	Weight	Plate (mm)
QL40100A	1000mm	14.7kg
QL40130A	1300mm	17.2kg
QL40200A	2000mm	25.3kg
QL40300A	3000mm	35.9kg

Centre Point Load (C.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 2601 2601 3 4 2264 2264 6 5 2004 2004 11 6 1795 1795 17 7 1624 1624 24 8 1480 1480 33 9 1358 1358 43 10 1253 1253 55 11 1160 1160 69 12 1079 1079 84 13 1006 1006 101 14 941 941 120 15 881 881 141 16 827 827 163 17 779 779 187 18 733 733 213 19 691 691 240 20 652 652 270	Third Point Load (T.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 1521 3043 3 4 1360 2720 6 5 1229 2458 11 6 1119 2239 18 7 1027 2055 26 8 947 1895 36 9 879 1757 48 10 818 1636 61 11 764 1527 77 12 715 1430 95 13 671 1342 114 14 631 1262 136 15 595 1190 159 16 561 1121 185 17 530 1061 212 18 501 1003 242 19 475 950 274 20 450 899 308
Quarter Point Load (Q.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 1110 3331 3 4 1010 3031 6 5 926 2778 12 6 854 2562 19 7 793 2378 28 8 738 2213 39 9 690 2069 52 10 647 1940 67 11 608 1824 85 12 573 1720 105 13 541 1622 127 14 512 1536 152 15 484 1453 178 16 460 1380 208 17 430 1291 237 18 404 1211 268 19 379 1136 300 20 356 1069 335	Fifth Point Load (F.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 884 3535 3 4 814 3256 7 5 754 3016 12 6 702 2809 20 7 657 2628 29 8 616 2465 41 9 580 2320 55 10 546 2184 72 11 504 2015 89 12 467 1867 108 13 434 1736 130 14 405 1621 153 15 379 1514 178 16 355 1419 205 17 333 1333 234 18 313 1253 265 19 295 1179 298 20 278 1111 333
Uniformly Distributed Load (U.P.L) Span (m) Load (kg/m) Full Load (kg) Central deflection (mm) 3 1579 4736 3 4 1173 4693 8 5 891 4456 15 6 692 4151 24 7 549 3842 35 8 445 3561 49 9 362 3260 64 10 301 3007 82 11 253 2779 101 12 216 2587 123 13 185 2407 147 14 160 2240 173 15 139 2078 199 16 121 1944 229 17 107 1813 260 18 94 1693 292 19 84 1590 327 20 75 1496 364
Load table has been prepared in accordance with UNI ENV 1999-1-1 (Eurocode 9). TÜV certification has been made in accordance with DIN 4113. When calculating the allowable loads shown in the table, it is assumed that the trusses are simply supported at the end connection and that static loads will be applied to the node points. The application of the load shall be on the centre line of the truss. The values shown in the table are the allowable static loads that can be applied to the truss. This is the live load or the payload. The self weight of the truss has been taken into account when calculating the values in the table.

QL52
Square section high load aluminium truss with 520mm long sides.
	Characteristics of the materials
	Lengthways tube	Extruded tube Ø 50 × 4mm EN AW 6082 T6
	Diagonal tube	Extruded tube Ø 30 × 3mm EN AW 6082 T6
	Ends	Aluminium fork connector EN AW 6082 T6
	Connection Kits
	KHLP	Steel pin

Linear Trusses
Code	Length	Weight	Plate (mm)
QL52100	1000mm	13.3kg
QL52200	2000mm	23.8kg
QL52300	3000mm	33.6kg

QL52A
Square section high load aluminium truss with 520mm long sides, twist resistant.
	Characteristics of the materials
	Lengthways tube	Extruded tube Ø 50 × 4mm EN AW 6082 T6
	Diagonal tube	Extruded tube Ø 30 × 3mm EN AW 6082 T6
	Ends	Aluminium fork connector EN AW 6082 T6
	Connection Kits
	KHLP	Steel pin

Linear Trusses
Code	Length	Weight	Plate (mm)
QL52100A	1000mm	16.9kg
QL52130A	1300mm	19.2kg
QL52200A	2000mm	26.7kg
QL52300A	3000mm	36.6kg

Load Tables for QL52A

Centre Point Load (C.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 2213 2213 1 4 1991 1991 3 5 1809 1809 5 6 1656 1656 9 7 1526 1526 13 8 1413 1413 18 9 1315 1315 24 10 1227 1227 30 11 1149 1149 38 12 1078 1078 47 13 1014 1014 57 14 956 956 68 15 903 903 80 16 853 853 94 17 808 808 108 18 766 766 124 19 727 727 141 20 690 690 159 21 659 659 179 22 622 622 199	Third Point Load (T.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 1239 2479 1 4 1141 2281 3 5 1056 2111 5 6 981 1963 9 7 917 1834 13 8 860 1720 18 9 808 1616 25 10 761 1523 32 11 719 1437 41 12 680 1360 50 13 644 1287 61 14 611 1222 74 15 580 1160 87 16 551 1102 102 17 524 1049 118 18 499 999 135 19 476 951 154 20 453 905 174 21 430 859 195 22 415 830 220
Quarter Point Load (Q.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 880 2640 1 4 821 2464 3 5 770 2311 5 6 724 2173 9 7 683 2049 13 8 646 1938 19 9 612 1836 26 10 581 1742 34 11 552 1656 43 12 525 1576 54 13 501 1502 66 14 478 1433 80 15 456 1367 94 16 436 1307 111 17 416 1249 129 18 398 1193 148 19 381 1142 169 20 364 1096 192 21 348 1044 215 22 333 1000 241	Fifth Point Load (F.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 687 2750 1 4 648 2593 3 5 613 2453 5 6 581 2323 9 7 552 2207 14 8 525 2101 20 9 501 2003 27 10 478 1911 35 11 456 1825 45 12 437 1748 57 13 418 1671 70 14 401 1603 85 15 384 1535 101 16 368 1473 118 17 350 1399 137 18 330 1321 155 19 313 1250 176 20 296 1182 197 21 281 1126 220 22 267 1067 245
Uniformly Distributed Load (U.P.L) Span (m) Load (kg/m) Full Load (kg) Central deflection (mm) 3 1108 3324 1 4 828 3313 3 5 660 3300 6 6 547 3284 11 7 457 3199 16 8 387 3093 24 9 330 2973 33 10 281 2815 43 11 243 2673 54 12 212 2542 68 13 186 2417 83 14 163 2281 98 15 144 2156 115 16 127 2027 133 17 113 1927 153 18 101 1827 175 19 91 1731 197 20 81 1630 220 21 74 1556 246 22 67 1467 272
Load table has been prepared in accordance with UNI ENV 1999-1-1 (Eurocode 9). TÜV certification has been made in accordance with DIN 4113. When calculating the allowable loads shown in the table, it is assumed that the trusses are simply supported at the end connection and that static loads will be applied to the node points. The application of the load shall be on the centre line of the truss. The values shown in the table are the allowable static loads that can be applied to the truss. This is the live load or the payload. The self weight of the truss has been taken into account when calculating the values in the table.

RL76
Rectangular section high load aluminium truss with 762 x 520mm sides.
	Characteristics of the materials
	Lengthways tube	Extruded tube Ø 50 × 4mm EN AW 6082 T6
	Diagonal tube	Extruded tube Ø 30 × 3mm EN AW 6082 T6
	Braces	Extruded tube Ø 50 × 4mm EN AW 6082 T6
	Ends	Steel fork connector 11SMnPb37
	Connection Kits
	KHLP	Steel pin

Linear Trusses
Code	Length	Weight	Plate (mm)
RL76100	1000mm	20.7kg
RL76200	2000mm	33.1kg
RL76300	3000mm	45.3kg

RL76A
Rectangular section high load aluminium with 762 x 520mm long sides, twist resistant.
	Characteristics of the materials
	Lengthways tube	Extruded tube Ø 50 × 4mm EN AW 6082 T6
	Diagonal tube	Extruded tube Ø 30 × 3mm EN AW 6082 T6
	Crossways tube	Extruded tube Ø 50 × 4mm EN AW 6082 T6
	Ends	Steel fork connector 11SMnPb37
	Connection Kits
	KHLP	Steel pin

Linear Trusses
Code	Length	Weight	Plate (mm)
RL76100A	1000mm	20.7kg
RL76200A	2000mm	33.1kg
RL76300A	3000mm	45.3kg

Load Tables for RL76A

Centre Point Load (C.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 3287 3287 1 4 3073 3073 2 5 2877 2877 4 6 2698 2698 6 7 2536 2536 9 8 2389 2389 13 9 2254 2254 18 10 2131 2131 23 11 2017 2017 29 12 1913 1913 36 13 1816 1816 45 14 1726 1726 53 15 1642 1624 63 16 1564 1564 74 17 1490 1490 86 18 1431 1431 99 19 1357 1357 113 20 1295 1295 128 21 1236 1236 144 22 1171 1171 160 23 1111 1111 177 24 1055 1055 195 25 1001 1001 216 26 950 950 236 27 902 902 256 28 856 856 278 29 812 812 301 30 769 769 326	Third Point Load (T.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 1749 3498 1 4 1667 3333 2 5 1588 3176 4 6 1514 3028 6 7 1444 2887 9 8 1378 2755 13 9 1315 2631 17 10 1257 2514 23 11 1202 2403 30 12 1149 2299 37 13 1100 2200 46 14 1053 2107 55 15 1009 2018 66 16 967 1934 78 17 927 1854 91 18 889 1778 104 19 852 1705 120 20 818 1635 136 21 785 1569 153 22 782 1505 172 23 722 1443 191 24 692 1384 212 25 663 1327 235 26 636 1272 258 27 609 1219 283 28 584 1167 309 29 559 1118 336 30 535 1070 365
Quarter Point Load (Q.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 1203 3609 1 4 1159 3476 2 5 1115 3346 3 6 1074 3221 6 7 1033 3100 9 8 994 2893 13 9 957 2872 18 10 922 2765 24 11 888 2663 31 12 855 2564 39 13 712 2470 48 14 793 2380 58 15 764 2293 69 16 737 2210 82 17 710 2129 96 18 684 2052 111 19 659 1978 127 20 635 1906 145 21 612 1837 164 22 590 1770 185 23 568 1705 206 24 548 1643 230 25 527 1582 254 26 508 1523 280 27 489 1466 307 28 462 1387 332 29 437 1312 358 30 414 1241 384	Fifth Point Load (F.P.L) Span (m) Point Load (kg) Full Load (kg) Central deflection (mm) 3 919 3676 1 4 891 3564 2 5 863 3454 3 6 836 3345 6 7 810 3239 9 8 784 3136 13 9 759 3036 18 10 735 2939 24 11 711 2845 31 12 689 2754 39 13 667 2666 49 14 645 2581 60 15 624 2498 72 16 604 2418 85 17 585 2340 100 18 566 2265 116 19 548 2192 134 20 530 2121 153 21 513 2050 173 22 496 1983 195 23 473 1891 216 24 448 1793 237 25 425 1700 259 26 403 1612 282 27 382 1528 306 28 362 1448 331 29 343 1373 357 30 325 1300 384
Uniformly Distributed Load (U.P.L) Span (m) Load (kg/m) Full Load (kg) Central deflection (mm) 3 1314 3941 1314 4 980 3918 980 5 780 3898 780 6 646 3873 646 7 550 3852 550 8 479 3828 479 9 423 3807 423 10 378 3783 378 11 342 3761 342 12 312 3738 312 13 286 3716 286 14 264 3694 264 15 245 3671 245 16 223 3572 223 17 202 3441 202 18 184 3315 184 19 168 3196 168 20 152 3046 152 21 137 2872 137