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- Macaulay's_method abstract "Macaulay’s method (the double integration method) is a technique used in structural analysis to determine the deflection of Euler-Bernoulli beams. Use of Macaulay’s technique is very convenient for cases of discontinuous and/or discrete loading. Typically partial uniformly distributed loads (u.d.l.) and uniformly varying loads (u.v.l.) over the span and a number of concentrated loads are conveniently handled using this technique.The first English language description of the method was by Macaulay. The actual approach appears to have been developed by Clebsch in 1862. Macaulay's method has been generalized for Euler-Bernoulli beams with axial compression, to Timoshenko beams, to elastic foundations, and to problems in which the bending and shear stiffness changes discontinuously in a beam".
- Macaulay's_method thumbnail SimpSuppBeamPointLoadUnsymm.svg?width=300.
- Macaulay's_method wikiPageID "12186373".
- Macaulay's_method wikiPageRevisionID "581378562".
- Macaulay's_method hasPhotoCollection Macaulay's_method.
- Macaulay's_method subject Category:Structural_analysis.
- Macaulay's_method comment "Macaulay’s method (the double integration method) is a technique used in structural analysis to determine the deflection of Euler-Bernoulli beams. Use of Macaulay’s technique is very convenient for cases of discontinuous and/or discrete loading.".
- Macaulay's_method label "Macaulay's method".
- Macaulay's_method sameAs m.02vtpnj.
- Macaulay's_method sameAs Q6722750.
- Macaulay's_method sameAs Q6722750.
- Macaulay's_method wasDerivedFrom Macaulay's_method?oldid=581378562.
- Macaulay's_method depiction SimpSuppBeamPointLoadUnsymm.svg.
- Macaulay's_method isPrimaryTopicOf Macaulay's_method.
