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fischer Catalogue Installation Systems FUS-Channel / FCA-Cantilever arm Load table based on the Adivisory Opinion No. GS 3.2/14-175-4 The following figures are valid for FUS channels and FCA cantilever arms, galvanized, hdg and stainless steel. FUS/FCA 41/2,5 (Picture 1–3) MLAR loads Threaded rods ≥ 4.8 strain F-resistance Max. strain ls min a 1) 30 min a 2) 30 60 90 120 [mm] [mm] [kN] [mm] [kN] [kN] [kN] [kN] Load case Point load Multiple load 3) Uniformly distributed load Max. Loads Fire resistance time [minute] ≤ 400 ≤ 50 0,90 278 2,40 1,33 0,92 0,72 ≤ 700 ≤ 50 – 320 1,61 1,04 0,80 0,67 ≤ 400 ≤ 50 0,90 278 2,40 1,33 0,92 0,72 ≤ 700 ≤ 50 – 320 1,61 1,04 0,80 0,67 ≤ 400 ≤ 50 1,50 258 3,00 2,10 1,41 1,06 ≤ 700 ≤ 50 0,60 299 2,44 1,57 1,21 1,00 ≤ 50 – 468 3,29 1,81 1,27 0,98 ≤ 1250 FUS/FCA 62/2,5 (Picture 1–3) MLAR loads Threaded rods ≥ 4.8 strain F-resistance Min. Max. strain ls min a 1) 30 min a 2) 30 60 90 120 [mm] [mm] [kN] [mm] [kN] [kN] [kN] [kN] Load case Point load Multiple load 3) Uniformly distributed load Max. Loads Fire resistance time [minute] ≤ 400 ≤ 50 1,76 25 1,76 1,06 0,78 0,62 ≤ 1000 ≤ 50 – 460 2,27 1,31 0,93 0,72 0,62 ≤ 400 ≤ 50 1,76 25 1,76 1,06 0,78 ≤ 960 4) ≤ 50 4,30 550 4,30 2,14 1,39 1,01 ≤ 1000 ≤ 50 0,55 661 2,52 1,60 1,21 0,99 0,62 ≤ 400 ≤ 50 1,76 25 1,76 1,06 0,78 ≤ 960 4) ≤ 50 4,30 550 4,30 2,14 1,39 1,01 ≤ 1000 ≤ 50 0,55 661 2,52 1,60 1,21 0,99 ≤ 50 0,50 592 2,41 1,65 1,31 1,11 ≤ 1250 FUS 62/2,5 (Picture 4) MLAR loads Vertical FUS 41/2,5 Max. Loads strain F-resistance Max. strain ls min a 1) 30 min a 2) 30 60 90 120 [mm] [mm] [kN] [mm] [kN] [kN] [kN] [kN] Point load ≤ 1000 ≤ 50 0,57 369 1,33 0,87 0,68 0,57 Multiple load 3) ≤ 1000 ≤ 50 0,62 649 1,92 1,34 1,08 0,92 ≤ 1000 ≤ 50 0,62 649 1,92 1,34 1,08 0,92 Load case Fire resistance time [minute] 10 1) Valid for a suspension height ha ³ 500 mm 2) Based on suspension height ha = 250mm, Expansion length of threaded rods in case of fire ~ 10mm/m 3) Given load values apply for multiple loads as summated point loads symmetrical allocated 4) This values are valid for FCA 62/2,5 with additional support by threaded rod FLS-Channel / ALK-Cantilever arm Load table based on the Adivisory Opinion No. GS 3.2/15-141-4 The following figures are valid for FLS channels and ALK cantilever arms, galvanized, hdg and stainless steel. FLS/ALK 37/1,2 (Picture 1-3) MLAR loads strain Threaded rods ≥ 4.8 Load case Point load Multiple load 3) Uniformly distributed load Max. Loads F-resistance Min. Max. strain Fire resistance time [minute] ls min a 30 min a 30 60 90 120 [mm] [mm] [kN] [mm] [kN] [kN] [kN] [kN] 0,09 ≤ 400 1) ≤ 50 0,24 93 0,24 0,13 0,10 ≤ 400 2) ≤ 50 0,09 289 0,47 0,38 0,33 0,30 ≤ 400 4) ≤ 50 0,32 226 1,33 0,78 0,53 0,40 ≤ 400 1) ≤ 50 0,72 93 0,72 0,38 0,30 0,27 ≤ 400 2) ≤ 50 0,26 289 1,42 1,13 0,99 0,90 ≤ 400 4) ≤ 50 0,81 226 1,33 0,78 0,53 0,40 ≤ 400 1) ≤ 50 0,72 93 0,72 0,38 0,30 0,27 ≤ 400 2) ≤ 50 0,35 308 1,37 1,19 1,06 0,95 ≤ 400 4) ≤ 50 0,81 226 1,33 0,78 0,53 0,40 1) Valid for a suspension height ha = 0 mm, s. picture 2 2) Valid for a suspension height ha = 500 mm, s. picture 1 (Expansion length of threaded rods in case of fire ~ 10 mm/m) 3) Given load values apply for multiple loads as summated point loads symmetrical allocated 4) This values are valid for ALK 37–450 with additional support by threaded rod, s picture 3 (ha = 500 mm) 467
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