Part 1
2- Bars with smaller hooks are easier to install in thin slabs.
3- Avoid using 180 degree hooks in slabs.
4- Avoid using more than 4% reinforcing steel in columns.
5- Column strength is most influenced by concrete strength.
6- Use smaller bars at a closer spacing and/or to make the footing deeper to avoid insufficient footing dimensions to install and develop reinforcing steel.
7- Avoid multiple layers of hooked reinforcing bars.
8- Do not embed large hooked bars into thin slabs.
9- Avoid hooks on threaded bars.
10- Avoid one-piece beam stirrups.
11- Simplify column tie arrangements.
Tips for Designing Constructible Concrete Structures Part 2
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