Welding Electrode Selection — E7018, E8018 Guide
Selecting the right welding electrode is critical for structural steel connections. The electrode must match the base metal strength, provide adequate ductility, and be compatible with the welding process. This guide covers the AWS classification system, common structural electrodes, and selection criteria for AISC-compliant welds.
AWS Electrode Classification System
The American Welding Society (AWS) classifies electrodes with a standardized designation. Understanding this system lets you quickly identify any electrode's properties.
SMAW Electrodes (Stick Welding)
Example: E7018
| Position | Meaning |
|---|---|
| E | Electrode |
| 70 | Minimum tensile strength (70 ksi = 70,000 psi) |
| 1 | All welding positions (1=flat/horizontal/vertical/overhead, 2=flat/horizontal, 4=flat/horizontal/overhead/downhand) |
| 8 | Flux coating type (8 = low hydrogen, iron powder) |
Flux Cored Electrodes (FCAW)
Example: E70T-1
| Position | Meaning |
|---|---|
| E | Electrode |
| 70 | Minimum tensile strength (70 ksi) |
| T | Tubular (flux cored) |
| 1 | Usability and performance classification |
Common Structural Steel Electrodes
| Electrode | Process | Tensile (ksi) | Positions | Flux Type | Primary Use |
|---|---|---|---|---|---|
| E7018 | SMAW | 70 | All | Low hydrogen | Most common structural electrode |
| E7014 | SMAW | 70 | All | Iron powder, titania | General purpose, less critical |
| E7028 | SMAW | 70 | Flat/Horiz | Low hydrogen, iron powder | High deposition, flat only |
| E8018-B2 | SMAW | 80 | All | Low hydrogen | Chrome-moly steels (1.25 Cr) |
| E8018-C3 | SMAW | 80 | All | Low hydrogen | 1% Ni steel, weathering |
| E8018-W | SMAW | 80 | All | Low hydrogen | Weathering steel (A588) |
| E70T-1 | FCAW-G | 70 | All | Rutile, gas-shielded | High deposition structural |
| E71T-8 | FCAW-S | 71 | All | Self-shielded | Field welding, no gas needed |
| E70T-5 | FCAW-G | 70 | All | Basic, gas-shielded | High toughness, low temp |
| ER70S-6 | GMAW | 70 | All | Solid wire | Shop fabrication, clean steel |
| ER80S-D2 | GMAW | 80 | All | Solid wire | High strength, low alloy |
Fillet Weld Strength by Electrode
| Electrode Class | FEXX (ksi) | Shear Strength (ksi) | Design Shear per 1/16" leg per inch |
|---|---|---|---|
| E70XX | 70 | 42.0 (0.60 × 70) | 0.928 kips/in |
| E80XX | 80 | 48.0 (0.60 × 80) | 1.060 kips/in |
| E90XX | 90 | 54.0 (0.60 × 90) | 1.193 kips/in |
Design shear strength: φRn = 0.75 × 0.60 × FEXX × (0.707 × w) × L
Electrode Selection by Steel Grade
| Base Metal (ASTM) | Fy (ksi) | Fu (ksi) | Recommended Electrode | Notes |
|---|---|---|---|---|
| A36 | 36 | 58 | E7018 | Mild steel, most common |
| A572 Gr 50 | 50 | 65 | E7018 | HSLA steel |
| A992 | 50 | 65 | E7018 | Standard W-shape steel |
| A500 Gr B (HSS) | 46 | 58 | E7018 | Hollow structural sections |
| A588 | 50 | 70 | E8018-W | Weathering steel, match patina |
| A913 Gr 65 | 65 | 80 | E8018 | High strength W-shapes |
| A514 | 100 | 110 | E11018-M | Quenched and tempered |
| A1085 (HSS) | 50 | 65 | E7018 | New HSS spec |
Rule of thumb: Match the electrode tensile strength to the base metal tensile strength. For most structural steel (A36, A572, A992), E70XX electrodes are the standard choice.
SMAW vs FCAW vs GMAW Comparison
| Factor | SMAW (Stick) | FCAW (Flux Core) | GMAW (MIG) |
|---|---|---|---|
| Deposition rate | Low (2-5 lb/hr) | High (5-15 lb/hr) | Medium (3-10 lb/hr) |
| Equipment cost | Low | Medium | Medium |
| Wind tolerance | Good (outdoor) | Moderate (self-shielded OK) | Poor (indoor only) |
| Skill required | High | Moderate | Moderate |
| Joint fit-up | Tolerant | Moderate | Demanding |
| Typical application | Field repairs, short welds | Field production, long welds | Shop fabrication |
| Electrode cost | Low | Medium | Low |
| Quality control | Operator dependent | Good with procedure | Excellent with automation |
Structural recommendation: Use FCAW (E70T-1 or E71T-8) for production welding. Use SMAW (E7018) for short welds, tack welds, and field repairs.
Low Hydrogen Requirements
Why Low Hydrogen Matters
Hydrogen in the weld metal causes hydrogen-induced cracking (HIC), also called cold cracking or delayed cracking. This is especially critical for:
- High-strength steels (Fu > 65 ksi)
- Thick materials (> 3/4 inch)
- Highly constrained joints
- Low ambient temperatures
Storage and Handling
| Condition | Temperature | Maximum Duration |
|---|---|---|
| Sealed container (new) | Ambient | Indefinite |
| After opening | Room temperature | 4-8 hours (varies by spec) |
| Holding oven (opened electrodes) | 250°F ± 25°F | Indefinite |
| Portable quiver (at welder) | 150°F minimum | 4 hours |
| After exposure beyond limits | Rebake at 650°F for 1-2 hours | One rebake only |
AWS D1.1 Requirements for Low-Hydrogen Electrodes
- Critical applications: Electrodes must be stored in a holding oven at all times when not in use
- Field welding: Use electrode heaters at the point of use
- Documentation: Record electrode lot numbers and oven temperatures
Preheat Requirements
Preheat slows the cooling rate, reducing the risk of hydrogen cracking. Preheat requirements depend on steel grade, thickness, and electrode type.
AISC/AWS D1.1 Preheat Guide (Low Hydrogen Electrodes)
| Steel Grade | Thickness (in) | Minimum Preheat | Interpass Temperature |
|---|---|---|---|
| A36, A992 | ≤ 3/8 | 50°F (ambient OK if ≥ 50°F) | 50-350°F |
| A36, A992 | > 3/8 to 1-1/2 | 50°F | 50-350°F |
| A36, A992 | > 1-1/2 to 2-1/2 | 150°F | 150-400°F |
| A36, A992 | > 2-1/2 | 225°F | 225-450°F |
| A588 | ≤ 3/8 | 50°F | 50-350°F |
| A588 | > 3/8 to 1-1/2 | 150°F | 150-400°F |
| A588 | > 1-1/2 | 225°F | 225-450°F |
| A913 Gr 65 | All | 50°F (check with manufacturer) | 50-400°F |
Preheat measurement: Check temperature at least 3 inches from the weld joint in all directions.
Electrode Selection Checklist
- Base metal grade identified (ASTM specification)
- Base metal tensile strength matched to electrode (FEXX ≥ Fu)
- Welding process selected (SMAW, FCAW, GMAW)
- Position capability confirmed (all-position vs flat/horizontal)
- Low-hydrogen requirement evaluated
- Preheat temperature determined per AWS D1.1
- Storage requirements confirmed (holding oven for low-H)
- Welding Procedure Specification (WPS) prepared
- Electrode lot number recorded
Frequently Asked Questions
What electrode should I use for A992 steel? E7018 (SMAW) or E70T-1 (FCAW-G) for most structural applications. Both provide 70 ksi tensile strength, which exceeds the 65 ksi tensile strength of A992 steel.
What is the difference between E7018 and E7014? E7018 is a low-hydrogen electrode suitable for all structural applications, including high-strength and thick materials. E7014 is an iron-powder titania electrode that is easier to use but NOT low-hydrogen. For structural steel per AISC, always use E7018.
Can I use E7018 for weathering steel (Corten)? E7018 will work structurally but will NOT match the weathering patina. For exposed weathering steel (A588, A606), use E8018-W which contains alloying elements that produce a matching weather-resistant weld.
How do I store E7018 electrodes? Keep new electrodes in sealed containers until needed. Once opened, store in a holding oven at 250°F. At the welding station, use a portable heated quiver. Do not leave electrodes exposed to ambient conditions for more than 4-8 hours.
What is the shear strength of a fillet weld with E7018? The nominal shear strength is 0.60 × 70 = 42 ksi on the effective throat. The design strength is φ × 0.60 × FEXX × Aw = 0.75 × 42 × (0.707 × w × L). For a 1/4 inch fillet weld, design capacity is approximately 5.57 kips per inch of length.
Do I need to preheat before welding A992 steel? For thickness ≤ 1-1/2 inches with low-hydrogen electrodes (E7018), preheat to 50°F minimum. For thickness > 1-1/2 inches, preheat to 150°F. Always preheat if the ambient temperature is below 50°F.
What is the difference between gas-shielded and self-shielded FCAW? Gas-shielded FCAW (E70T-1) uses an external shielding gas (typically 75% Ar / 25% CO2) and produces higher quality welds. Self-shielded FCAW (E71T-8) generates its own shielding from the flux core, making it suitable for outdoor/field welding where wind would blow away external gas.
Related Pages
- Welded Connections Calculator — Fillet and groove weld capacity
- Min Weld Size — Minimum weld size by material thickness
- Weld Electrodes — Electrode properties and specifications
- Weld Symbols — Standard welding symbol notation
- Weld Joint Types — Butt, fillet, plug, and slot welds
- Bolted Connections — Alternative connection design
Disclaimer
This is a calculation tool, not a substitute for professional engineering certification. All results must be independently verified by a licensed Professional Engineer (PE) or Structural Engineer (SE) before use in construction, fabrication, or permit documents. The user is responsible for the accuracy of all inputs and the verification of all outputs.