Enter hole size, thickness, electrode strength, and number of welds in seconds. Get design strength, utilization, and printable summaries for inspection records today instantly.
This calculator estimates strength using the filled-hole weld area for each plug: Aw = π·d²/4.
Nominal strength per plug is checked for two simplified limit states:
Governing nominal per plug is min(Rn,w, Rn,b), multiplied by n for total nominal strength.
Factored/allowable capacity is computed as: φ·Rn (LRFD-style) or Rn/Ω (ASD-style). Combined loads use (V/Vcap)² + (T/Tcap)² ≤ 1.
Note: Real projects may require additional checks (edge distances, minimum spacing, thickness limits, and procedure qualification). Use governing project criteria.
| Case | d (mm) | t (mm) | n | FEXX (MPa) | Fu (MPa) | Method | φ / Ω | Applied V (kN) | Applied T (kN) | Capacity (kN) | Interaction | Status |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Sample | 20 | 10 | 4 | 490 | 450 | LRFD | 0.75 | 80 | 10 | 254.469 | 0.0992 | OK |
Values shown are based on the formulas in this page and rounded for display.
Professional Notes on Plug Weld Strength
Plug welds transfer shear through a filled hole when a lap joint cannot use continuous fillets. They are common in repairs, stiffener attachments, retrofit plates, and access‑limited connections. Capacity depends on the effective fused area, weld metal strength, and the connected material strength.
Confirm hole diameter (d), plate thickness (t), and the number of plugs (n) from shop drawings. Verify electrode strength (FEXX) from consumable certificates and base metal ultimate strength (Fu) from mill test reports. Typical FEXX values are 490–620 MPa, while common structural Fu values are roughly 400–550 MPa.
The governing area is the hole area, Aw = π·d²/4. Because area scales with d², increasing diameter from 16 mm to 20 mm raises Aw by about 56%. That single change can materially increase nominal plug capacity, but only if detailing, access, and procedure controls remain acceptable.
This calculator compares a weld‑metal shear estimate (0.60·FEXX·Aw) and a base‑material shear estimate (0.60·Fu·Aw). The smaller value governs each plug, then multiplies by n for a connection total. Use project specifications if they require different coefficients or additional checks.
For LRFD‑style output, a resistance factor φ is applied to the nominal strength; φ often falls near 0.65–0.80 depending on criteria. For ASD‑style output, the nominal strength is divided by a safety factor Ω, frequently 2.0–3.0. Keep one method consistent within a design package.
Many plug welds see combined shear and tension. The interaction equation (V/Vcap)² + (T/Tcap)² ≤ 1 provides a conservative combined‑effects screen. If tension is negligible, the equation reduces to shear utilization. If combined demands exceed 1.0, redesign or redistribute forces.
Beyond strength, performance depends on hole preparation, fit‑up, cleaning, and access for complete fusion. Very small holes can be difficult to fill soundly, while very large holes may increase distortion and heat input. Maintain qualified procedures, inspection hold points, and rework criteria.
Use the CSV and PDF exports to capture inputs, governing limit state, calculated capacity, and utilization. Attach records to weld maps and inspection logs so field verification aligns with calculations. These steps support traceability, reduce disputes, and improve turnover quality for every connection.
Enter millimeters for geometry, MPa for strengths, and kN for applied loads. The calculator converts internally and reports capacities in kN. Keep units consistent to avoid scaling errors.
A 0.60 factor is a common shear basis used in simplified strength checks. Your governing code or project specification may use different coefficients or additional reductions, so treat this as an engineering screening tool.
Use the specified or tested ultimate tensile strength for the connected base material. If multiple grades are present, use the weaker material for a conservative check unless the design documents justify otherwise.
Select values required by your design standard or project criteria. Common φ ranges around 0.65–0.80 and Ω around 2.0–3.0, but you must follow the contract documents and engineer of record.
In this simplified model, strength is driven by the filled hole area. Thickness is included for detailing awareness and warnings. Real designs may impose thickness limits, minimum fusion requirements, or different effective areas.
The tool applies an interaction check: (V/Vcap)² + (T/Tcap)² ≤ 1. If the result is above 1.0, the combined demand exceeds the calculated capacity and the connection should be revised.
Use it for preliminary sizing and documentation, then confirm with the governing welding/design standard, edge distances, spacing, workmanship requirements, and inspection criteria. Always coordinate final acceptance with the engineer of record.
Always verify welds with qualified procedures and inspectors onsite.
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.