| A = Lapped Length | = 10% Of Span | a = Reaction Coefficient | L = Span(mm) |
| R = Reaction | = awL N | b = Bending Moment Coefficient | E = Modulus Of Elasticity = 2x105 N/mm2 |
| M = Moment | = bwL² nMM | c = Deflection Coefficient | I = Moment Of Inertia Of Section (mm4) |
| D = Deflection | = cwL4/El mm | w = Uniformly Distributed Load(N/mm) |
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