The answer
First make sure the relevant concrete design results are available in ETABS. StructaCAD can use that information together with member geometry to propose reinforcement and generate details. Review the bar sizes and arrangements before export, especially where the required steel changes along a beam or between stories.
Put it into practice
Run the relevant concrete design in ETABS and keep member assignments consistent.
Import required steel information together with member geometry.
Convert steel area demand into practical bar arrangements using detailing constraints.
Generate beam or frame details and review the proposed reinforcement before issue.
An example of the output
Explore the drawing ↗Example output from StructaCAD. Your drawings will depend on the model and the options you choose.
Before you export
- Check that the design demand belongs to the right element and location.
- Review the chosen reinforcement, cover and continuity between details.
- Check the result against project criteria and applicable standards before issue.
Continue with the complete workflow
Inspect the reinforcement drawings and schedules, then review the details your project needs.
Rebar detailing for AutoCAD from ETABSA little more detail
Can I change the generated reinforcement?
Yes. You can review and modify reinforcement in StructaCAD before producing the final output. Check the bar arrangement in the views you will deliver and regenerate the drawings after making changes.
What happens when my model changes?
Bring in the updated information and regenerate the affected drawings. Compare versions before issue. Review any edits made to the DXF in AutoCAD separately when replacing an export.