fischer installation-systems main-catalogue Page 70
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Channel FLS · Light channel system FLS Load case 1 Load case 2 F F L/3 L/2 Load case 3 F F=qxL L/3 L L L 2b FLS 17/1,0 FLS 30/1,0 F [N] F [N] 2000 3000 2800 1800 2600 1600 2400 2200 1400 2000 1200 1800 Load case 3 Load case 3 1600 1000 1400 800 1200 Load case 1 1000 600 800 400 600 Load case 1 Load case 2 400 200 200 Load case 2 0 0 0 500 1500 L [mm] 1000 0 200 400 600 800 1000 1200 1400 1600 1800 2000 L [mm] For the load curves, the permissible steel strain δadm. = 188 N/mm (increased steel strain due to bending)and the maximum deflection under load L/200 are not exceeded. Fixings and screw fastenings must be calculated accordingly. The higher yield strength is a result of the calculation according to DIN EN 1993-1-3:2010-12, para. 3.2.2. FLS 37/1,2 F [N] 4000 3800 3600 3400 3200 3000 2800 2600 2400 2200 2000 1800 1600 1400 1200 1000 800 600 400 200 0 Load case 3 Load case 1 Load case 2 0 500 1000 1500 2000 L [mm] For the load curves, the permissible steel strain δadm. = 188 N/mm (increased steel strain due to bending)and the maximum deflection under load L/200 are not exceeded. Fixings and screw fastenings must be calculated accordingly. The higher yield strength is a result of the calculation according to DIN EN 1993-1-3:2010-12, para. 3.2.2. 70
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