Hi,
on one of our project sites after a routine test, they reported that the design strength for a reinforcement batch do not match the standard values defined in code. while tensile strength of steel should be 500 kPa it came up to be 475kPa. How can I incorporate this value in my Plate/shell reinforcement design calculations with eurocode? Thanks
Solved! Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
You need to edit the reinforcement database and either edit existing or add new rebars with required steel resistance.
See: http://forums.autodesk.com/t5/robot-structural-analysis/reinforcement-bars-database/td-p/5406461
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.