theorem 30.56 The beam equation

open in the book · parts/03-classical-mechanics/13-continuum-elasticity.tex:2043 · p. 1030

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theorem 30.56: The beam equation30.56proposition 30.51: Moment and curvature30.51theorem 16.38: Euler–Poisson equation16.38example 30.58: A steel ruler30.58proposition 30.57: Bending waves are dispersive30.57proof : ch:13-continuum-elasticity@proof-29proofdefinition 30.31: The engineering moduli30.31equation 30.21: eq:elast-hooke-isotropic30.21definition A.680: Kirchhoff kinematicsA.680definition 30.63: Flexural rigidity30.63phenomenon 30.52: Euler buckling30.52proof : ch:13-continuum-elasticity@proof-27proofcorollary 7.44: Substitution and integration by parts7.44equation 16.15: eq:calcvar-first-variation16.15lemma 16.18: Fundamental lemma16.18theorem 30.64: The Kirchhoff plate equation30.64proof : ch:14-calculus-of-variations@proof-21proofdefinition 9.2: Linear equation; homogeneity9.2remark 30.59: Where Euler–Bernoulli fails30.59proof : ch:13-continuum-elasticity@proof-30proof

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typedirectionnode provenancewhere
depends_on Moment and curvature declared parts/03-classical-mechanics/13-continuum-elasticity.tex:2054
depends_on Euler–Poisson equation declared parts/03-classical-mechanics/13-continuum-elasticity.tex:2054
depends_on A steel ruler declared parts/03-classical-mechanics/13-continuum-elasticity.tex:2144
depends_on Bending waves are dispersive declared parts/03-classical-mechanics/13-continuum-elasticity.tex:2103
proves ch:13-continuum-elasticity@proof-29 declared parts/03-classical-mechanics/13-continuum-elasticity.tex:2057