| THEORY & FORMULAE |
Consider a simply-supported slender bar, having a symmetrical double overhang and a load acting vertically and uniformly distributed along its length. The following equations describe the distribution of shear force, bending moment:
    
where
     w = distributed force
     L = length of beam
     a = length of each overhang
     x = distance from left end of beam
     E = modulus of elasticity of beam material
     I = area moment of inertia of cross-sectional area about axis through centroid
     V = shear force
     M = bending moment
     D = deflection
     R1 = vertical reaction at left support
     R2 = vertical reaction at right support
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