Chapter 6 Deflection of Beams - ncyu.edu.tw
When deriving the flexure formula in Art. 5.2, we obtained the moment-curvature relationship (5.2b. repeated) where M is the bending moment acting on the segment, E is the modulus of elasticity of the beam material, and I represents the modulus of inertia of the cross-sectional area about the neutral (centroidal) axis. 2 1 2 dx d v = ρ EI M = ρ 1
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