Jump to content

Wood–Armer method

From Wikipedia, the free encyclopedia
This is the current revision of this page, as edited by Catalyzzt (talk | contribs) at 14:33, 7 January 2025 (Reverted edits by 212.36.32.116 (talk): not adhering to manual of style (HG) (3.4.13)). The present address (URL) is a permanent link to this version.
(diff) ← Previous revision | Latest revision (diff) | Newer revision → (diff)

The Wood–Armer method is a structural analysis method based on finite element analysis used to design the reinforcement for concrete slabs.[1] This method provides simple equations to design a concrete slab based on the output from a finite element analysis software.

The method was described by engineers Randal Herbert Wood and Graham S. T. Armer in 1968.

References

[edit]
  1. ^ Wood, R. H. (1968). "The Reinforcement of Slabs in Accordance with a Pre-Determined Field of Moments, Concrete, V. 2, No. 2". pp. 69–76.