Marcus' method: Difference between revisions
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'''Marcus' method''' |
'''Marcus's method''' is a [[structural analysis]] used in the design of reinforced [[concrete slabs]]. The method was developed by Henri Marcus and described in 1938 in {{lang-de|Die Theorie elastischer Gewebe und ihre Anwendung auf die Berechnung biegsamer Platten|label=none}}.<ref>{{Cite book |last=Hahn |first=J. |title=Structural Analysis of Beams and Slabs |date=1966 |publisher=[[Isaac Pitman#Publishing|Sir Isaac Pitman and Sons Ltd]] |location=London |page=143 & note 3 |translator-last=Amerongen |translator-first=C. V.}}</ref> The method adapts the strip method and is based on an elastic analysis of torsionally restrained two-way rectangular slabs with a uniformly distributed load. Marcus introduced a correction factor to the existing Rankine Grashoff theory in order to account for torsional restraints at the corners. |
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Marcus introduced a correction factor (reduction factor rather) to the existing Rankine Grashoff theory in order to account for the torsional restraints at the corners. |
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==See also== |
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* [[Grashof and Rankine method]] |
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==References== |
==References== |
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[[Category:Structural analysis]] |
[[Category:Structural analysis]] |
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Latest revision as of 00:23, 23 February 2024
 | This article needs additional citations for verification. (February 2024) |
Marcus's method is a structural analysis used in the design of reinforced concrete slabs. The method was developed by Henri Marcus and described in 1938 in ‹See Tfd›Die Theorie elastischer Gewebe und ihre Anwendung auf die Berechnung biegsamer Platten.[1] The method adapts the strip method and is based on an elastic analysis of torsionally restrained two-way rectangular slabs with a uniformly distributed load. Marcus introduced a correction factor to the existing Rankine Grashoff theory in order to account for torsional restraints at the corners.
References
[edit]- ^ Hahn, J. (1966). Structural Analysis of Beams and Slabs. Translated by Amerongen, C. V. London: Sir Isaac Pitman and Sons Ltd. p. 143 & note 3.
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