Foundations · Pad, strip & combined footings
Strap (cantilever) footing calculator
Exterior footing eccentric to a boundary column connected by a strap to an interior footing: reactions, footing areas and strap moment.
Standard: Rigid strap beam statics
Inputs in the worked example
The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.
| Input | Value | Unit |
|---|---|---|
| Exterior column load | 700 | kN |
| Interior column load | 1000 | kN |
| Column spacing | 6 | m |
| Eccentricity of exterior footing | 0.6 | m |
| Allowable bearing | 250 | kPa |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| Exterior footing reaction P1 s/(s − e) | 777.8 | kN |
| Interior footing reaction P2 − (R1 − P1) | 922.2 | kN |
| Exterior footing area | 3.11 | m² |
| Interior footing area | 3.69 | m² |
| Strap moment P1 e | 420.0 | kNm |
- ✓ Interior reaction positive
Method, formulas and assumptions
- Exterior footing reaction P1 s/(s − e) = 700*6/(6-0.6) = 777.78 kN
- Interior footing reaction P2 − (R1 − P1) = 1000-(777.78-700) = 922.22 kN
- Exterior footing area = 777.78/250 = 3.1111 m²
- Interior footing area = 922.22/250 = 3.6889 m²
- Strap moment P1 e = 700*0.6 = 420 kNm
Related foundations calculators
- Pad footing — Square pad: bearing, flexural steel, one-way shear and punching shear.
- Bearing capacity — Ultimate and allowable bearing pressure for strip or rectangular footings with shape and depth factors.
- Spread footing from CPT: bearing and settlement — Pad or strip footing designed directly from a CPT, as in GEO5 Spread Footing CPT. The equivalent cone…
- Strip footing with eccentric load — Strip footing under a wall with moment: eccentricity, effective width B′, trapezoidal pressure and ultimate…
- Combined footing (two columns) — Length placing the resultant at the centroid (uniform pressure), width for allowable bearing, and maximum…
- Footing uplift resistance — Uplift capacity from footing self-weight plus the soil frustum spreading at angle α, against wind uplift.
For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.