Appendix A - ACI 355.4 Tables 3.1, 3.2, 3.3, 10.5, and 10.6 | Long-Term Performance of Epoxy Adhesive Anchor Systems |The National Academies Press
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Table A.3 from ACI 209 . 2 R-08 Guide for Modeling and Calculating Shrinkage . / and Creep in Har ~ ened Concrete Reported by ACI Committee 209 | Semantic Scholar
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![Requirements for concrete by exposure class in the US ACI 318-11 Code [68]. | Download Table](https://www.researchgate.net/publication/314651367/figure/tbl5/AS:683887223132161@1540062828134/Requirements-for-concrete-by-exposure-class-in-the-US-ACI-318-11-Code-68.png "Requirements for concrete by exposure class in the US ACI 318-11 Code [68]. | Download Table")
Requirements for concrete by exposure class in the US ACI 318-11 Code [68]. | Download Table
Table 4.1 from ACI 209 . 2 R-08 Guide for Modeling and Calculating Shrinkage . / and Creep in Har ~ ened Concrete Reported by ACI Committee 209 | Semantic Scholar
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Appendix A - ACI 355.4 Tables 3.1, 3.2, 3.3, 10.5, and 10.6 | Long-Term Performance of Epoxy Adhesive Anchor Systems |The National Academies Press
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