standard & heavy duty line

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K QX40S The new geometrical design along with the new end plate makes the most popular of our 40 cm range more solid and robust than ever before. Das neue geometrische Design in Verbindung mit den neuen Endplatten machen die populärste unserer 40cm Traversen noch stabiler und widerstandsfähiger als je zuvor. 024 K C Square section aluminium truss with 40 cm long sides (A) Chords: extruded tube ø50x2 mm - EN AW 6082 T6 (B) Diagonals: extruded tube ø25x2 mm - EN AW 6082 T6 (C) Ends: aluminium casting plate - EN AC 42200 T6 Connection systems: QXFC: quick-fit kit QXSM10: bolt connection kit Code Dimensions (cm) Weight (Kg) QX40S010 40x40x10 4.50 QX40S025 40x40x25 5.00 QX40S050 40x40x50 6.40 QX40S100 40x40x100 10.20 QX40S150 40x40x150 13.20 QX40S200 40x40x200 16.60 QX40S250 40x40x250 19.70 QX40S300 40x40x300 22.60 QX40S350 40x40x350 26.00 QX40S400 40x40x400 30.90 A TRUSS CORNERS B B STANDARD & HEAVY DUTY LINE Code Dimensions (cm) Weight (Kg) QX40K8 (Dado) 40x40x40 13.00 QX40SL2ADJ 50x50x40 9.14 QX40SL2045 100x100x40 10.90 QX40SL2060 100x100x40 11.20 QX40SL2090 50x50x40 7.60 QX40SL2120 50x50x40 7.70 QX40SL2135 50x50x40 7.90 QX40SL3 50x50x50 9.80 QX40ST3 100x50x40 12.00 QX40ST4 100x50x50 14.30 QX40SX4 100x100x40 16.00 QX40SX5 100x100x50 18.50 QX40SX6 100x100x100 22.00 260 400
QX40S Load Table Spigot connection STANDARD & HEAVY DUTY LINE 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 <strong>line</strong> 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. It should be noted that this are idealised loading conditions and the User shall re-analyze the truss for the loading conditions which prevail for the application being considered. Lasttabelle wurde in Übereinstimmung mit UNI EV 1999-1-1 (Eurocode 9) vorbereitet. Die TÜV-Zertifizierung wurde im Einklang mit DIN 4113 vollzogen. Bei der Berechnung der in der Tabelle genannten zulässigen Lasten wird davon ausgegangen, dass die Traversen an den Endpunkten aufliegen und an den Knotenpunkten statische Lasten angebracht werden. Die Last soll an der Mittelachse der Traverse angebracht sein. Die in der Tabelle genannten Werte entsprechen den zulässigen statischen Lasten, die an die Traverse gehängt werden dürfen. Das ist die Nutzlast. Bei der Berechnung der in der Tabelle genannten Werte wurde das Eigengewicht der Traverse mit berücksichtigt. Wir weisen darauf hin, dass dies theoretisch optimale Lastbedingungen sind und dass der Anwender die Traverse nochmals für den vorgesehenen Einsatzzweck überprüfen sollte. Full Load [kg] Span Point Full Central Point Full Central Point Full Central Point Full Central Load Full Central Load Load Deflection Load Load Deflection Load Load Deflection Load Load Deflection Load Deflection [m] [kg] [kg] [mm] [kg] [kg] [mm] [kg] [kg] [mm] [kg] [kg] [mm] [kg/m] [kg] [mm] 1 1829 1829 0,1 1001 2003 0,1 701 2102 0,1 541 2166 0,1 2459 2459 0,1 2 1439 1439 0,9 837 1674 0,9 607 1820 0,9 480 1920 0,9 1225 2450 1,0 3 1181 1181 3 716 1431 3 533 1600 3 430 1721 3 814 2442 3 4 998 998 5 623 1246 6 474 1422 6 389 1556 6 576 2305 7 5 861 861 9 550 1099 10 426 1278 10 353 1413 11 413 2063 13 6 754 754 14 490 981 15 385 1156 16 324 1295 17 302 1813 20 7 669 669 19 441 883 22 351 1053 24 290 1161 25 230 1607 28 8 599 599 26 400 800 30 321 964 33 259 1037 34 180 1440 38 9 541 541 34 364 729 39 296 887 44 233 930 44 142 1280 49 10 491 491 43 334 668 50 273 818 56 211 844 55 115 1148 61 11 448 448 54 307 613 62 247 740 68 192 767 68 95 1043 75 12 410 410 65 283 566 75 224 673 82 176 702 82 79 942 90 13 377 377 78 261 523 90 204 613 97 161 643 97 66 857 106 14 347 347 92 242 484 106 187 562 113 148 593 114 56 788 124 15 321 321 107 225 450 124 172 516 131 136 545 132 48 722 143 16 296 296 124 209 418 143 159 476 150 126 504 152 41 664 163 17 274 274 142 194 388 164 146 438 170 116 465 172 36 617 186 18 253 253 161 181 361 187 135 404 192 107 430 195 31 560 206 3000 2500 2000 1500 1000 500 0 Centre Point Load (C.P.L.) Third Point Load (T.P.L.) Span [m] Quarter Point Load (Q.P.L.) Fifth Point Load (F.P.L.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Uniformly Distributed Load (U.D.L.) U.D.L. C.P.L. T.P.L. Q.P.L. F.P.L. K K 025
Page 1 and 2: K K 001 TRAVERSENSYSTEME _ trussing
Page 3 and 4: K K Responsibility in thinking and
Page 5 and 6: 7 4 - Hala Stulecia, Wrocław, Cour
Page 7 and 8: 3 7 K K 007
Page 9 and 10: Flyintower Compact . . . . . . . .
Page 11 and 12: Tested Litec has introduced the con
Page 13 and 14: Accessories QB20 Square section alu
Page 15 and 16: Dado Display Dado Display is the si
Page 17 and 18: Connection Systems The possibility
Page 19 and 20: QX25S Load Table Spigot connection
Page 21 and 22: QX30S Load Table Spigot connection
Page 23: QD30SA 5000 4500 4000 3500 3000 250
Page 27 and 28: QD40SA Load Table Spigot connection
Page 29 and 30: Dado K8 DADO, THE SOLUTION FOR ALL
Page 31 and 32: TX25S Load Table Spigot connection
Page 37 and 38: T3 Three-way "T" T3F Three-way "T"
Page 39 and 40: FX25S - FX30S - FX40S FX40S FX30S F
Page 41 and 42: Dado K4 / K2 K4 K4 IS THE DADO VERS
Page 43 and 44: Circles T = Triangular truss with v
Page 45 and 46: Towerlift 3 Towerlift TL3 is our ne
Page 47 and 48: Unitower The tower is designed to b
Page 49 and 50: Varitower can use only chain hoist
Page 51 and 52: 7240 Flyintower X30/D30 Flyintower
Page 53 and 54: K K 053
Page 55 and 56: E A B F STANDARD SERIES C D Diese S
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Page 59 and 60: A B E F STANDARD & HEAVY DUTY SERIE
Page 61 and 62: A B E F STANDARD & HEAVY DUTY SERIE
Page 63 and 64: K K 063
Page 65 and 66: QL40A 5000 4500 4000 3500 3000 2500
Page 67 and 68: QL52A 3500 3000 2500 2000 1500 1000
Page 69 and 70: RL76A Load table has been prepared
Page 71 and 72: QL76PR HIGH LOAD LINE Span Point Fu
Page 73 and 74: Maxitower 52 The MT52 base can be u
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Flyintower L52V Vertical audio syst
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K K 077
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LIBERA ACCESSORIES In order to fulf
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Libera Grid The grid structure is o
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K K 083
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A B E F HIGH LOAD SERIES Diese Seri
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HIGH LOAD SERIES Diese Serie von B
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A B E F HIGH LOAD SERIES Diese Seri
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HARDWARE & SOFTWARE ACCESSORIES K K
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Floor ancoring holes The connection
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K K 099
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