Hi there - Not seeing any PT tendons on EC3. Does anyone have any data on this material (specifically looking for ASTM A4-17 Gr. 270)?
If not available, I’ve heard that higher strength steels do not have a significantly higher GWP. Would it be an acceptable proxy to use traditional rebar? Obviously this wouldn’t include the plastic sheathing…
Also did find this Swedish EPD… not sure if this would be valid for US.