Plan hangers for garden decks with fewer surprises. Model spacing, sections, and support conditions fast. Download clear results that simplify your next build today.
Choose units, then enter deck width and spacing. Add sections to repeat similar framing runs.
Use these sample scenarios to understand typical outputs.
| Deck width | Spacing | Support ends | Sections | Extras | Waste | Estimated hangers |
|---|---|---|---|---|---|---|
| 12 ft | 16 in | 1 per joist | 1 | 0 | 7% | 11 |
| 16 ft | 12 in | 2 per joist | 1 | 4 hangers | 8% | 36 |
| 4.8 m | 400 mm | 2 per joist | 2 | 3 joists | 5% | 58 |
Note: Examples are illustrative; verify framing layout and local requirements.
This calculator estimates how many joists span the deck width, then multiplies by the hanger requirement per joist and the number of repeated sections.
Joist hangers are counted from the framing plan, not from decking boards. This tool estimates joists across the deck width using on‑center spacing, then applies the hanger requirement per joist end. A ledger‑to‑beam layout typically needs one hanger per joist, while double‑hung layouts need two. Always match the hanger model to joist size, load class, and corrosion exposure. For ledger connections, verify rim thickness, blocking, and fastener access.
Small changes in spacing can change joist count quickly. When width increases, the number of joist spaces is the ceiling of width divided by spacing, and joists are one more than spaces. For example, tightening spacing from 16 inches to 12 inches increases joists by about one third across the same width. Use actual measured width between bearing lines. If you switch units, the calculator converts meters and millimeters to feet internally for consistent results.
Real builds include interruptions: stair openings, planter cutouts, doubled joists, and rim or picture‑frame detailing. The sections field repeats the framing run for identical bays, which is useful for long garden platforms or modular beds. Extra joists and extra hangers let you capture localized conditions without forcing the entire deck to a higher count.
Procurement benefits from a controlled waste factor. A 5–10% spare rate covers miscounts, damage, and late design tweaks, while keeping overstock reasonable. After calculating, export the results and align them with your purchase list, fastener schedule, and delivery plan. Store hangers dry, and separate galvanized and stainless hardware to avoid mix‑ups.
Treat the output as a planning estimate. Confirm whether each joist end is supported by a hanger, a bearing seat, or direct bearing on a beam. Check manufacturer tables for allowable loads, minimum nail patterns, and compatible fasteners. In wet garden environments, choose appropriate coatings, provide drainage gaps, and follow local requirements for safety.
No. It estimates hangers for joists based on width, spacing, and support ends. Rim boards, beams, and post hardware should be counted separately.
Use two when both ends of each joist are hung in connectors, such as beam-to-beam or ledger-to-ledger layouts. If one end bears directly, one may be enough.
Sections repeat the same joist-and-hanger pattern multiple times. It helps when you build identical bays, long runs broken into modules, or multiple garden platforms.
Many builders use 5–10% for spares and handling losses. Increase it when layouts are complex, access is tight, or you expect late changes.
Extra joists cover doubled members, stair framing, or openings. Extra hangers let you capture special connector locations without changing the overall spacing calculation.
No. Always verify connector capacity, nail pattern, compatible fasteners, and corrosion rating with manufacturer tables and local requirements before ordering or installation.
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.