![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 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](https://nap.nationalacademies.org/books/22470/gif/122.gif)
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
![ACI 318-19 – Concrete Contribution to 1-Way Beam Shear – Table 22.5.5.1 - ACI (concrete) Code Issues - Eng-Tips ACI 318-19 – Concrete Contribution to 1-Way Beam Shear – Table 22.5.5.1 - ACI (concrete) Code Issues - Eng-Tips](https://res.cloudinary.com/engineering-com/image/upload/v1611639749/tips/Table_22_5_nasisl.jpg)
ACI 318-19 – Concrete Contribution to 1-Way Beam Shear – Table 22.5.5.1 - ACI (concrete) Code Issues - Eng-Tips
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Table 5.1 ACI 306-R Recommended Concrete Temperatures for Cold Weather Concreting - EngineeringCivil.org
![Table 4.2 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 Table 4.2 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](https://d3i71xaburhd42.cloudfront.net/4fe032ee147d4f7448e0466476bc18e517840ef9/12-Table4.2-1.png)
Table 4.2 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
![Table 4.3 from Bond and Development of Straight Reinforcing Bars in Tension ACI 408 R-03 Reported by ACI Committee 408 | Semantic Scholar Table 4.3 from Bond and Development of Straight Reinforcing Bars in Tension ACI 408 R-03 Reported by ACI Committee 408 | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/583e1a4827a7c9d08c0e727ccc2a4077c6b55860/35-Table4.3-1.png)