Limit States Design of Wooden Formwork for Concrete Wallsby 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,
Abstract: 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: Concrete | Lateral pressure | Load and resistance factor design | Limit states | Formwork (concrete construction) | Walls | Wood
Services: Buy this book/Buy this article
Return to search