|Table of Contents |Section Contents|
Nomenclature:
R = Reaction force
V = Shear force
M = Moment
l = beam length
x = location
a = Distance from right support to moment
b = Distance from left support to moment
E = Modulus of elasticity
I = Moment if Inertia
y = deflection
Relationships: -------------- R1 = -R2 = MB / l V = MB / l MAB = MB * x / l MBC = MB / l * (x - l) yAB = (MB*x) / (6*E*I*l) * (x^2 + 3*a^2 - 6*a*l + 2*l^2) yBC = MB / (6*E*I*l) * (x^3 - 3*l*x^2 + x*(2*l^2 + 3*a^2) - 3*a^2*l)