Limit States Design of Wooden Formwork for Concrete Walls

by D. J. L. Kennedy, Univ of Alberta, Edmonton, Canada,
D. R. Grady, Univ of Alberta, Edmonton, Canada,
S. P. Dozzi, Univ of Alberta, Edmonton, Canada,

Document Type: Proceeding Paper

Part of: Preparing for Construction in the 21st Century


Load and resistance factors are developed for ultimate limit states design of wooden formwork components for concrete walls when the lateral concrete pressures are computed using the ACI equations or those of Gardner.

Subject Headings: Load and resistance factor design | Concrete | Wood structures | Walls | Structural design | Building design | Wood construction

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