01Geometry and reinforcement
Choose a standard section or define a custom outline, then set the reinforcement layout.
Reinforced concrete sections · iPhone
Biaxial bending, SLS stresses, crack width, reinforcement design. EC2, SIA 262, BAEL 91.
Geometry, materials, loads, analyses, PDF report.
On-device computation · No account · 7-day trial

Supported codes
Advanced parameters for each code profile.
01 / SETUP
Solid or hollow sections, beams, walls or a custom outline. Define the concrete geometry, reinforcement layout, materials and load cases.
Choose a standard section or define a custom outline, then set the reinforcement layout.
Select a design code, concrete and steel strengths, and adjust the advanced parameters.
Enter axial forces and bending moments, or import several load cases at once.
02 / ANALYSE
Section and load cases are entered once and shared by every analysis.
BIAXIAL BENDING
Rotate the interaction surface, select a load case and inspect its check. Colours distinguish loads within the resistance domain, on its boundary and outside it.

03 / DOCUMENT
Bring project inputs, figures and results together in a PDF report. Choose a concise or detailed presentation, then select the tables and plots to include.



04 / VALIDATION
The SBA engine is checked against known solutions: more than 900 automated checks, including 70 comparisons with published examples from commercial software, replayed with the same assumptions.
| Reference | Quantity | Ref. | SBA | Difference |
|---|---|---|---|---|
| CDS · circular pileσc SLS compression [MPa] | σc SLS compression [MPa] | 2.071 | 2.071 | 0.00 % |
| SOFiSTiK · DCE‑EN1Required As [cm²/m] | Required As [cm²/m] | 3.334 | 3.335 | 0.01 % |
| CDS · rectangleσs tension steel SLS [MPa] | σs tension steel SLS [MPa] | 59.679 | 59.679 | 0.00 % |
| Robot · ex. 1Required As [cm²] | Required As [cm²] | 8.57 | 8.57 | 0.01 % |
| CDS · T beamσs biaxial bending [MPa] | σs biaxial bending [MPa] | 144.63 | 144.63 | 0.00 % |
| ETABS · ex. 001Required As [mm²] | Required As [mm²] | 916 | 919 | 0.31 % |
| CDS · circular pileσs tension steel SLS [MPa] | σs tension steel SLS [MPa] | 170.85 | 170.83 | 0.01 % |
| Robot · ex. 2MRd [kN·m] | MRd [kN·m] | 320 | 319 | 0.32 % |
| CDS · T beamSLS N–M curve (100 pts) | SLS N–M curve (100 pts) | — | — | 0.12 % |
Excerpt from 70 comparisons. The three CDS calculation notes published by Cerema (circular pile, rectangle, T beam) are replayed in SBA.
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