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- Macaulays_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".
- Macaulays_method thumbnail SimpSuppBeamPointLoadUnsymm.svg?width=300.
- Macaulays_method wikiPageID "12186373".
- Macaulays_method wikiPageID "27486822".
- Macaulays_method wikiPageLength "11051".
- Macaulays_method wikiPageLength "55".
- Macaulays_method wikiPageOutDegree "1".
- Macaulays_method wikiPageOutDegree "24".
- Macaulays_method wikiPageRedirects Macaulays_method.
- Macaulays_method wikiPageRevisionID "410352033".
- Macaulays_method wikiPageRevisionID "705153725".
- Macaulays_method wikiPageWikiLink Alfred_Clebsch.
- Macaulays_method wikiPageWikiLink Bending.
- Macaulays_method wikiPageWikiLink Bending_moment.
- Macaulays_method wikiPageWikiLink Category:Structural_analysis.
- Macaulays_method wikiPageWikiLink Curvature.
- Macaulays_method wikiPageWikiLink Deflection_(engineering).
- Macaulays_method wikiPageWikiLink Dirac_delta_function.
- Macaulays_method wikiPageWikiLink Elastic_foundation.
- Macaulays_method wikiPageWikiLink Euler–Bernoulli_beam_theory.
- Macaulays_method wikiPageWikiLink Macaulay_brackets.
- Macaulays_method wikiPageWikiLink Macaulays_method.
- Macaulays_method wikiPageWikiLink Shear_and_moment_diagram.
- Macaulays_method wikiPageWikiLink Singularity_function.
- Macaulays_method wikiPageWikiLink Step_function.
- Macaulays_method wikiPageWikiLink Structural_analysis.
- Macaulays_method wikiPageWikiLink Timoshenko_beam_theory.
- Macaulays_method wikiPageWikiLink William_Herrick_Macaulay.
- Macaulays_method wikiPageWikiLink File:SimpSuppBeamPointLoadUnsymm.svg.
- Macaulays_method wikiPageWikiLinkText "Macaulay's method".
- Macaulays_method wikiPageWikiLinkText "technique".
- Macaulays_method wikiPageUsesTemplate Template:R_from_modification.
- Macaulays_method wikiPageUsesTemplate Template:Reflist.
- Macaulays_method subject Category:Structural_analysis.
- Macaulays_method hypernym Technique.
- Macaulays_method type TopicalConcept.
- Macaulays_method type Redirect.
- Macaulays_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.".
- Macaulays_method label "Macaulay's method".
- Macaulays_method label "Macaulays method".
- Macaulays_method sameAs Q6722750.
- Macaulays_method sameAs m.02vtpnj.
- Macaulays_method sameAs Q6722750.
- Macaulays_method wasDerivedFrom Macaulays_method?oldid=410352033.
- Macaulays_method wasDerivedFrom Macaulays_method?oldid=705153725.
- Macaulays_method depiction SimpSuppBeamPointLoadUnsymm.svg.
- Macaulays_method isPrimaryTopicOf Macaulays_method.
