fischer Installation Systems Main Catalog Page 486
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Basics Load tables based on the advisory opinions. lS h lS h ≤ 30 mm ≤ 30 mm lS ≥ 50 mm ≤ 30 mm min. a ≥ 50 mm min. a Picture 1 ≥ 50 mm Picture 2 Picture 3 Note: Picture 1 - 3 are valid for FUS/FCA and FLS/ALK load tables 12 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, galvanised, 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 Valid for a suspension height ha ³ 500 mm 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 1) 2) 486 Fire resistance time [minute] min. a
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