Bending Moment Coefficients
| 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 = Unifromly Distributed Load(N/mm) |
Go Back