Introduction
Figures 1 through 32 provides a series of shear and moment diagrams with accompanying formulas for design of beams under various static loading conditions.
Notations Relative to “Shear and Moment Diagrams
E = modulus of elasticity, psi
I = moment of inertia, in.4
L = span length of the bending member, ft. R = span length of the bending member, in. M = maximum bending moment, in.-lbs.
P = total concentrated load, lbs.
R = reaction load at bearing point, lbs.
V = shear force, lbs.
W = total uniform load, lbs.
w = load per unit length, lbs./in.
D = deflection or deformation, in.x = horizontal distance from reaction to point on beam, in.
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