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- Envelope #30: “I feel like I should know this…” Concrete Refresher
Envelope #30: “I feel like I should know this…” Concrete Refresher
![](https://media.beehiiv.com/cdn-cgi/image/fit=scale-down,format=auto,onerror=redirect,quality=80/uploads/asset/file/2820071d-67a9-4c67-86ae-0c079cd26150/Rebar_Splice_Image.jpg?t=1695837150)
Happy Thursday! Hope you are enjoying the summer (August is just about to be over – can you believe it!?). This is Back of the Envelope – the newsletter where I share things I learned (or relearned) recently, in 5 minutes or less.
Today, I am going to talk about something related to concrete reinforcing that you either:
Already know it pretty well
Kind of know it but never really looked into it.
Used to know it but forgot
![No Idea Idk GIF by Amazon Prime Video](https://media1.giphy.com/media/obvPDj7yGjae63xkYa/giphy-downsized.gif?cid=2450ec30fqgxx6cxjpnh6dplwpg0a5r5mjy9i5mnn9jte7q0&ep=v1_gifs_search&rid=giphy-downsized.gif&ct=g)
What am I talking about?
I am talking about “development length” vs. “Class A splice” vs. “Class B splice”.
It’s one of those things that you say to yourself, “I feel like I should know this, and I kind of do, but not really…”
So let me lay it all out for you.
(Estimated read time: 3 minutes and 4 seconds)