Plan sturdy pergola footings for any garden. Choose pad or pier, then see rounded sizes. Download results to share with your builder easily now.
| Length | Width | Posts | Loads | Soil | Suggested diameter | Suggested depth |
|---|---|---|---|---|---|---|
| 12 ft | 10 ft | 4 | 8 + 20 psf | 2000 psf (0.80 factor) | 16–18 in | ≥ 30 in |
| 16 ft | 12 ft | 6 | 10 + 25 psf | 2500 psf (0.85 factor) | 14–16 in | ≥ frost + 6 in |
| 4.0 m | 3.0 m | 4 | 0.4 + 1.0 kPa | 100 kPa (0.80 factor) | 40–45 cm | ≥ 75 cm |
A pergola transfers roof, beam, and occupancy loads into each post, then into soil. This calculator converts area loads into a total force, distributes it by post count, and applies a load factor for uneven framing. A safety factor then produces a conservative per-post design load that the footing must support without excessive settlement. Treat the output as a vertical bearing check, not a full structural design.
Soil capacity is rarely uniform across a garden. Granular soils may tolerate higher pressure than wet clays or recently filled beds. The soil reduction factor intentionally derates the published bearing value to reflect uncertainty, moisture changes, and disturbance from excavation. Using a lower factor increases required footing area and usually improves long-term performance. When unsure, test with a hand auger and note groundwater or loose layers.
In cold climates, frost heave can lift shallow footings and crack posts. Setting the footing bottom below the local frost depth reduces this risk. The extra depth buffer accounts for grading changes and imperfect excavation. Even in mild climates, deeper embedment can improve stability where irrigation keeps soil saturated for long periods. Add gravel only where it improves drainage without reducing bearing area.
Spread pads work well for firm soils and larger tributary areas because they spread pressure over a wider footprint. Round piers can be faster in tight spaces, and the cylindrical shape resists minor soil movement. The calculator reports a rounded diameter for construction practicality; for pads, thickness affects concrete volume but not bearing area. For wind or shade-sail uplift, consider anchors and uplift capacity separately.
Concrete volume depends on footing geometry and depth. Bag counts are estimates, so add contingency for spillage and over-excavation. Confirm post base hardware, drainage at the bottom of the hole, and proper consolidation of the pour. Use reinforcement appropriate to the footing type, keeping steel clear of soil contact. After curing, verify post plumb and recheck alignment before installing beams and slats and final bracing.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.