Issue link: https://onenorgren.uberflip.com/i/1098673
40 Online at www.imi-precision.com 1 40 MAGNETICALLY COUPLED RODLESS CYLINDERS For further information visit www.imi-precision.com, and use the new, improved search function. If you are unable to find the option you require please call: (937) 833-4033. If your application does not fully support the base plate, refer to Graphs 1-3. Graph 1, "Load vs. Span" displays the maximum load allowable with a maximum 0.005" deflection. 1. If your application allows for greater deflections, refer to Graphs 2 and 3, "Deflection vs. Span". Use the following steps to determine resultant loads or deflections pertinent to your application. 2. If you know the length (span) that the base plate will be supported, find that span on the X-Axis of the graph. From this point, go up to the approximate location that best represents your weight or load. Across to the left from this point where it intersects the Y-Axis identifies what deflection can be expected between the supported points. 3. If you know the maximum amount of deflection that your application can tolerate, find this deflection on the Y-Axis of the graph. Once you locate the desired deflection, go across to the approximate location that best represents your weight or load. Directly under this point on the X-Axis is the recommended span length. 4. If your application combines radial and moment loads, or exceeds the deflections from Graphs 2 and 3, consult your authorized IMI Norgren distributor to determine if the application is feasible. GRAPH 3 (1-1/4" Bore) DEFLECTION vs SPAN SPAN (iN) DEFLECtioN (iN) 30 26 22 6 10 14 .050 .100 .150 .200 .250 .300 .350 18 .000 0 (1-1/4" BORE) DEFLECTION -VS- SPAN 150 LBS 2000 LBS 1500 LBS 1000 LBS 500 LBS 250 LBS 2480 LBS DEFLECTION (IN) SPAN (IN) (1-1/2" Bore) DEFLECTION vs SPAN SPAN (iN.) GRAPH 4 30 26 22 6 10 14 .050 .100 .150 .200 .250 .300 .350 18 .000 0 (1-1/2" BORE) DEFLECTION -VS- SPAN 150 LBS 2000 LBS 1500 LBS 1000 LBS 500 LBS 250 LBS 2480 LBS DEFLECTION (IN) SPAN (IN) GRAPH 1 LOAD vs SPAN SPAN (iN.) LoAD (LbS.) 30 28 26 0 0 1000 500 1500 2000 2500 24 22 20 18 16 14 12 10 8 6 4 2 LOAD -VS- SPAN LOAD (LBS) SPAN (IN) 1-1/16" (106) 1-1/4" (125) 1-1/2" (150) (1-1/16" Bore) DEFLECTION vs SPAN DEFLECtioN (iN.) GRAPH 2 22 18 6 10 14 .050 .100 .150 .200 .250 .300 .200 26 .000 0 (1-1/16" BORE) DEFLECTION -VS- SPAN DEFLECTION (IN) SPAN (IN) 150 LBS 250 LBS 500 LBS 750 LBS 1000 LBS 1500 LBS Size/Application Considerations (MCHL) Unsupported Loads NOTE: Velocities exceeding 20 in/sec or 15 cycle/minute require review by IMI Norgren. GRAPH 5 The life of the ball bearing bushings are primarily affected by the amount of load it is required to carry. This can be best illustrated by Graph 5 below. BALL BEARING LIFE trAVEL (MiLLioNS oF iNChES) LoAD (LbS.) (oN MoSt hEAViLy LoADED bEAriNg) Bearing Life