Case 1 500 55 26 28,000,000 67
F = Loading force, applied at distance from support, (two forces) L = beam length (inches) A = Distance from support to loading force (each side) E = Modulus of elasticity I = Moment of Inertia of cross section
A
F
L
deflection (inches), positive sign in direction of loading force 0 0 0
Max deflection at center of beam asumming simple support on both ends, Case 1 Max deflection at position of load, assumming simple support on both ends Case 1 Max deflection at center, assuming 2x load applied at center and fully constrained ends Case 2
Case 1 F
ained ends Case 2
Case 2 A
F
F
L