fischer installation-systems main-catalogue Page 102
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Channel FUS · Channel system universal FUS FUS 41/2,0 FUS 41/2,5 F [N] F [N] 5000 5000 4500 4500 4000 4000 3500 3500 3000 3000 Load case 3 Load case 3 2500 2c 2500 2000 2000 Load case 1 Load case 1 1500 1500 1000 1000 Load case 2 Load case 2 500 500 0 0 0 500 1000 1500 2000 2500 3000 L [mm] 0 500 1000 1500 2000 2500 3000 L [mm] For the load curves, the permissible steel strain δadm. = 188 N/mm and the maximum deflection under load L/200 are not exceeded. Fixings and screw fastenings must be calculated accordingly. The increased yield strength is calcuated according DIN EN 1993-1-3:2010-12, sec. 3.2.2. FUS 62/2,5 FUS 21D/2,0 F [N] F [N] 10000 9500 9000 8500 8000 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 2000 1500 1000 500 0 5000 4750 4500 4250 4000 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 Load case 3 Load case 1 Load case 2 0 500 1000 1500 2000 2500 3000 3500 4000 L [mm] Load case 3 Load case 1 Load case 2 0 500 1000 1500 2000 2500 3000 L [mm] For the load curves, the permissible steel strain δadm. = 188 N/mm and the maximum deflection under load L/200 are not exceeded. Fixings and screw fastenings must be calculated accordingly. The increased yield strength is calcuated according DIN EN 1993-1-3:2010-12, sec. 3.2.2. 102
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