Simpson Tie Selection Calculator

Find the right Simpson Strong-Tie connector for your framing connection. Look up hurricane clips, joist hangers, post bases, and straps.

lbs
H1 (2×4–2×6)
❌ 175 lbs uplift
Download: 585 lbs | 4-8d×1.5
H2.5A (2×4–2×6)
✅ 590 lbs uplift
Download: 505 lbs | 6-8d×1.5 + 2-16d sinker
H10A (2×4–2×8)
✅ 1,340 lbs uplift
Download: 705 lbs | 6-10d×1.5 + 6-10d×1.5
LSTA24 (2×4–2×12)
✅ 1,545 lbs uplift
Download: 0 lbs | 16-10d×1.5

Reference values only—verify with Simpson catalog for exact conditions.

Planning notes, formulas, and examples

About the Simpson Tie Selection Calculator

Simpson Strong-Tie connectors are among the most widely used structural hardware in residential construction. From hurricane clips that resist uplift to joist hangers that support floor framing, the right connector ensures code compliance and structural safety. With hundreds of products in the catalog, selecting the correct one can be confusing.

This Simpson tie selection calculator helps you narrow down the connector type based on your connection requirement: rafter/truss-to-plate (hurricane clips), joist-to-beam (hangers), post-to-beam (caps), post-to-concrete (bases), and strap ties. For each category, it provides common model numbers, rated capacities, and nail requirements.

This is a reference tool—always verify that the selected connector's published capacity meets or exceeds your design load. Simpson's catalog and website provide detailed tables for every connector.

When This Page Helps

Choosing the wrong connector or installing it improperly is a common inspection failure. This calculator helps you identify the right Simpson product for your connection type and lumber size.

How to Use the Inputs

  1. Select the connection category (rafter/truss tie, joist hanger, post base, etc.).
  2. Select the lumber size being connected.
  3. Enter the required uplift or download load if known.
  4. Read the recommended connector model and its rated capacity.
  5. Verify with the Simpson catalog that all conditions match your application.
Formula used
Connector capacity must equal or exceed the calculated design load. Design load = tributary area × design pressure (for wind uplift) Or: Design load = engineer-specified value from structural plans.

Example Calculation

Result: H2.5A hurricane clip (rated 590 lbs uplift)

For a 2×6 rafter at 500 lbs uplift demand: the H2.5A provides 590 lbs uplift capacity with 4-8d nails to the rafter and 4-8d nails to the plate. The H10 or H10A is a stronger alternative at 1,300+ lbs.

Tips & Best Practices

  • Always use the nail type and quantity specified by Simpson—substituting smaller or fewer nails voids the rated capacity.
  • Simpson connectors require 8d×1.5″ short nails (SD8) or 10d×1.5″ nails (N10A) for most connections—these are shorter than standard nails.
  • Many connectors come in left-hand and right-hand versions for skewed installations.
  • Simpson ZMAX coating is required for preservative-treated lumber (ACQ, CA-B). Standard G90 galvanizing is corrosion-resistant but not rated for all treated-lumber chemicals.
  • Download the free Simpson Strong-Tie Connector Selector app or use their website's tool for detailed filtering.
  • Install connectors before sheathing where possible—it's much easier to nail when you have clear access.

Common Simpson Connector Categories

Hurricane/seismic ties: H1, H2.5, H10, LSTA—connect rafters/trusses to top plate to resist uplift. Joist hangers: LU, HU,?"U—support joists at beams. Post bases: ABU, ABA, PBS—anchor posts to concrete. Post caps: BC, LPC, AC—connect beams to post tops. Strap ties: LSTA, MSTA, CMST—provide tension connections across joints.

Installation Quality

The most common installation error is using wrong or too few nails. Many hangers require Simpson's proprietary 1.5″ nails (10d×1.5 or 8d×1.5) that are shorter than standard framing nails to avoid penetrating the back of the beam. Using standard 16d nails can split the member or protrude dangerously.

Code Requirements

The IRC requires approved connectors for rafter/truss-to-plate connections in high-wind zones (wind speed > 115 mph) and in Seismic Design Categories D and E. Many jurisdictions require connectors on every rafter/truss regardless of wind speed. Check your local amendments.

Sources & Methodology

Last updated:

Frequently Asked Questions

  • For standard 2× rafters/trusses: H2.5 or H2.5A for lighter loads (590 lbs uplift), H10 or H10A for medium loads (1,300 lbs), and LSTA straps for heavy loads (1,500+ lbs). The choice depends on the calculated uplift force from wind analysis.