According to Clause 12.14, ACI 318-08
The splices of reinforcement bar can be lap spilce, mechanical and welded spices.
Now I want to know what is the first choice of reinforcement bar splices for beam in site.
Thank you!!
Hell, in Wikipedia Carbon Equivalent Limitation for Weldability of Steels is defined as:
Carbon equivalent (CE) Weldability
Up to 0.35 Excellent
0.36–0.40 Very good
0.41–0.45 Good
0.46–0.50 Fair
Over 0.50 Poor
I looked through AWS D1.1 and AWS D1.4, but i failed to find the definition of...