Input values cells Input values (from bearing supplier data) Results (do not touch these cells) To determine deflection of a bearing supported beam Shaft distance between bearings (>3Dshaft), b (mm) 20 Location of first bearing from end of shaft, a (mm) 20 Total shaft length, L (mm) 40 Length increment, Linc (mm) 0.4 Modulus of elasticity, E (N/mm^2) 69000 Shaft material density, rho (kg/m^3) 2630 Shaft diameter, Dshaft (mm) 6 Moment of inertia, I (mm^4) 63.617 Distance farthest fiber to nuetral axis, cc (mm) 3 Bearings length, Lb (mm) 6 thickness, tbear (mm) 1 material modulus, Eb (N/mm^2) 2000 diametrical clearan ce to shaft, dc (mm) 0.1 Allowable small misalignment angle, tallow (radians) 0.016949 PV continuous, PVC (N/mm^2-mm/ s) 1800 PV short periods, PVmax (N/mm^2-mm/s) 3500 Maximum allowable contact pressure, qmax (N/mm^2) 30 radial stiffness, Kbear (N/mm) 72000 Support structure radial stiffness at bearing support points, Kstruct (N/mm) 10000 System Summary Accept? Total system dislacement at load, disp (mm) -0.017844 Total shaft slope at load, slope (mm) 0.000930 Maximum shaft slope at bearing, tmax (radians) 0.0 00475 OKMax applied contact pressure, qappmax (N/mm^2) 0.56 OK Max applied PV, PVappmax (N/mm^2-mm/s) 5.82 OK
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