Isolated Footing Design
Inputs
Material
N/mm²
N/mm²
Column
mm
mm
Loads & Soil
kN
kNm
kNm
kN/m²
Footing
m
mm
mm
mm
mm
Breadth (B) left empty → optimizer runs automatically and suggested values are applied by default.
Design Summary
Enter required inputs to show the summary
Notes
- Depth is computed from punching shear (IS 456) and rounded to practical increments.
- Tool auto-optimizes B (keeps L = B + (CL − CB) so cantilevers are equal). Suggested values are applied by default when input left blank.
Important Notes and Disclaimer
This design tool is based on the limit state provisions of IS 456:2000 (Plain and Reinforced Concrete - Code of Practice).
Please double-check all input values and the resulting checks before finalizing the design.
The results shown are for informational purposes only and must be reviewed and approved by a licensed professional engineer for use in construction.
Disclaimer: The owner of this sheet is in no way responsible for any undue consequences arising from the use or misuse of these results. Any discrepancies can be reported to pic@civikruti.com.
This design tool is based on the limit state provisions of IS 456:2000 (Plain and Reinforced Concrete - Code of Practice).
Please double-check all input values and the resulting checks before finalizing the design.
The results shown are for informational purposes only and must be reviewed and approved by a licensed professional engineer for use in construction.
Disclaimer: The owner of this sheet is in no way responsible for any undue consequences arising from the use or misuse of these results. Any discrepancies can be reported to pic@civikruti.com.