Design Variables
Modulus of Elasticity lbs/in^{2} (N/mm^{2} ) E =
Moment of Inertia in^{4} (mm^{4} ) I =
Load lbs (N) W =
Distance in. (mm) c =
Distance in. (mm) d =
Distance in. (mm) w =
Distance in. (mm) u =
Distance in. (mm) l =
Distance in. (mm) x =
Distance to neutral axis/plane in. (mm) z =
Results
Load at support [(W(c + l)]/l =
Load at support -(Wc)/l =
Stress between nearest support lbs/in^{2} (N/mm^{2} ) s =
Stress between the two supports lbs/in^{2} (N/mm^{2} ) s =
Stress at the support nearest the load lbs/in^{2} (N/mm^{2} ) s =
Deflection between load nearest (adjacent support) (y) =
Deflection between supports in. (mm) y =
Deflection between non-loaded end and nearest support in. (mm) y =
Deflection at the load in. (mm) y =
Deflection at the unloaded ends in. (mm) y =
Section Modulus in^{3} mm^{3} ) Z =