Custom design strength for rebars

[SerhanB]

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

[Artur.Kosakowski · Accepted 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.

[SerhanB]

Thanks Artur!