M/I = E/R = σ/y
(Where M = (bending) Moment, I = Second moment of Area, E = Young's Modulus, R = Radius of Curvature, σ = Stress and y = distance from the Neutral Axis to the tension edge.)
You will also need to use the equations and/or information in the data booklet to calculate second moment of area, and the maximum bending moment and maximum deflection for different configurations of beams and loading.
You may find the following websites/resources useful to supplement your printed notes:
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