Summary
- Base thickness design – challenging
- Optimum steel depth – for thicker slabs, longitudinal steel needs to be above the mid-depth; otherwise, there could be horizontal cracking and distresses.
- Primary cause for distresses at TCJs is poor consolidation of concrete – no need for additional steel.
Want to access information like this and more?
For as little a $175 a year, you can access this document and all others in our library. You will also get free access to our regular forums and discounts on our conferences. Join today!
Become A Member