fischer Installation Systems Main Catalog Page 119
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Channel FUS · Channel system Universal FUS Z Y Y Z Loads Channel FUS zp Item no. Ap- Profile pro- weight val Channel cross section ETA [cm²] [kg/m] Permissible Moment of Moment of Section inertia inertia modulus tensile stress Section modulus Max. recommended static load for 1m length Max. recommended static load for 2m length Sales unit Max. recommended static load for 3m length σper* ly lz Wy Wz Frec Frec Frec [kN/cm²] [cm4] [cm4] [cm³] [cm³] [kN] [kN] [kN] [pcs] Item 1) 2) FUS 41/2,0 - 6 m 097659 ● 2.06 2.62 18.83 5.72 7.67 2.63 3.74 1.97 0.70 0.28 1 FUS 41/2,5 - 2 m 092295 ● 2.45 3.11 18.83 6.44 8.95 2.90 4.37 2.17 0.78 0.32 1 FUS 41/2,5 - 3 m 077347 ● 2.45 3.11 18.83 6.44 8.95 2.90 4.37 2.17 0.78 0.32 1 FUS 41/2,5 - 6 m 077537 ● 2.45 3.11 18.83 6.44 8.95 2.90 4.37 2.17 0.78 0.32 1 FUS 62/2,5 - 6 m 504457 ● 3.27 4.17 18.83 18.74 12.85 5.70 6.27 4.28 2.12 0.99 1 FUS 21D/2.0 - 3 m 504458 ● 2.87 3.63 18.83 5.37 9.25 2.56 4.51 1.91 0.64 0.25 1 FUS 21D/2.0 - 6 m 535531 ● 2.87 3.63 18.83 5.37 9.25 2.56 4.51 1.91 0.64 0.25 1 FUS 41D/2.0 - 6 m 542734 – 4.12 5.04 18.83 30.70 15.29 7.49 7.46 5.58 2.79 1.72 1 FUS 41D/2.5 - 6 m 504459 ● 4.89 6.23 18.83 34.88 17.91 8.51 8.73 6.38 3.16 1.86 1 FUS 62D/2.5 - 6 m 504460 ● 6.55 8.33 18.83 108.14 25.70 17.44 12.53 13.11 6.50 4.28 1 For load case 1. The permissible stress is derived from the increased yield strength due to cold forming in accordance with EN 1993-1-3:2010-12, considering a partial safety factor of 1.54 Load case 1 Load case 2 F F L/3 L/2 L F Load case 3 F=qxL L/3 L L 119 4
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