Inputs
Example data table
| Scenario | Install | Support | Load | SF | Batter | Eccentricity | Shaft | Clearance | Likely bracket family |
|---|---|---|---|---|---|---|---|---|---|
| Deck beam retrofit | Retrofit | Beam | 65 kN (comp) | 2.0 | 5° | 75 mm | 89 mm | 150 mm | Heavy-duty U / corner |
| Slab edge uplift | New | Slab | 12 kN (tens) | 2.5 | 0° | 25 mm | 76 mm | 120 mm | Slab/footing plate |
| Ledger wall support | Retrofit | Wall | 40 kN (comp) | 2.0 | 3° | 110 mm | 76 mm | 100 mm | Wall plate / offset |
Formula used
How to use this calculator
- Enter the supported element and whether it is new work or retrofit.
- Provide the design load and choose compression or uplift.
- Set a safety factor to convert design load to an ultimate demand.
- Add eccentricity and batter angle if the load path is offset.
- Enter shaft diameter and site clearance to filter incompatible brackets.
- Submit to see ranked bracket suggestions with key checks.
- Download CSV or PDF to share a quick field-ready summary.
Load path and demand definition
Start with a clear load path from the supported element into the bracket, pier shaft, and soil. Enter a realistic service-level design load, then apply a safety factor to create an ultimate demand for screening. When uplift is possible, select tension and confirm the connection details that resist reversal, including fasteners, welds, and any hold-down hardware. If multiple piers share a member, allocate demand using tributary assumptions and check the controlling location.
Eccentricity and moment sensitivity
Offset loads create moment demand at the bracket. The calculator converts eccentricity into a required moment using the factored axial load and the offset distance. As eccentricity increases, fewer bracket families remain suitable because both axial capacity and moment capacity must be satisfied. Reducing the offset with shims, bearing plates, or alignment changes often improves the shortlist. Record spacer thicknesses so the assumed eccentricity matches field conditions.
Batter angle effects in the field
Non-vertical installation can reduce axial efficiency, especially where access constraints force a battered pier. This helper applies a conservative reduction based on the batter angle to reflect reduced axial performance. Keep batter low whenever possible, and document any angle used so the final design can verify manufacturer limits and installation instructions.
Fit checks for retrofit and clearance
Retrofit work is usually governed by physical fit: shaft diameter compatibility, minimum clearance around the connection, and the need for adjustment during leveling. The calculator filters out brackets that do not meet your shaft and clearance inputs, then rewards adjustable options when you indicate adjustment is required. Always confirm access for tools, torqueing, and inspection.
Corrosion environment and documentation
Durability is part of selection. Use the corrosion setting to screen finishes appropriate for indoor, outdoor, or marine exposure. After generating results, export CSV or PDF to capture assumptions, demand values, and the top-ranked bracket families. Treat the output as a design note to support procurement, review, and coordination with the selected manufacturer’s data. Confirm dissimilar-metal compatibility in the full connection stack.
FAQs
1) Is this a final bracket design?
No. It is a selection helper that screens options using simplified checks. Confirm the exact bracket model, connection details, and allowable capacities using manufacturer tables and an engineer’s review.
2) Which load should I enter?
Enter the service-level design load you expect at one pier location. The calculator multiplies it by your safety factor to create a factored demand used for screening and ranking.
3) What does eccentricity mean here?
Eccentricity is the horizontal offset between the load line and the pier shaft centerline. Larger offsets increase moment demand and reduce the number of suitable bracket families.
4) Why did I get no matches?
Common causes are high eccentricity, low clearance, small shaft diameter, or aggressive corrosion requirements. Adjust those inputs, or consult the manufacturer for specialty brackets and installation alternatives.
5) How should I choose the safety factor?
Use your project’s governing criteria and local practice. Many teams start near 2.0 for preliminary screening, then refine with code-based load combinations and manufacturer guidance.
6) Can I share results with my crew?
Yes. Use the CSV for quick tabular sharing or the PDF for a field-friendly summary. Include notes about access, leveling needs, and any assumed batter angle or offsets.