Structural Beam Bending Equations / Calculation with Ends Overhanging Supports and a Two Equal Loads applied at Symmetrical Locations

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Structural Beam Bending Equations / Calculation with Ends Overhanging Supports and a Two Equal Loads applied at Symmetrical Locations


Design Variables
Modulus of Elasticity (E) =
Moment of Inertia (I) =
Load (W) =
Distance (c) =
Distance (u) =
Distance (l) =
Distance (x) =
Distance to neutral axis/plane =
Results
Stress between loads and nearest support (s) =
Stress between the two supports (s) =
Stress at supports and all points along length between supports (s) =
Deflection between load nearest (adjacent) support (y) =
Deflection between supports ( y) =
Deflection at the loads (y) =
Deflection at the center of beam (y) =
Section Modulus (Z) =

Automatic recalculation

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