What is the difference between AWS A5.20 and A5.29 flux-cored electrodes?

AWS A5.20 covers carbon-steel FCAW electrodes at yield strength levels matching A36 and A572 Grade 50. AWS A5.29 covers low-alloy FCAW electrodes at higher strength tiers — E8XTX, E9XTX, E10XTX, E11XTX — used when the base metal yield strength exceeds what A5.20 can match.

Is a change from A5.20 to A5.29 a WPS requalification trigger?

Yes. Changing the filler metal classification between AWS A5.20 and A5.29 — or changing the specific A5.29 classification — is an essential variable under AWS D1.1:2025 Table 6.6. A new PQR test weld is required unless the change is within the same F-number grouping where the standard permits it.

Do AWS A5.29 electrodes require special storage?

A5.29 low-alloy electrodes carry H-suffix moisture designations (H4, H8, H16) and require the same handling as low-hydrogen consumables — sealed manufacturer containers, conditioning ovens at manufacturer-specified temperatures, and maximum exposure times per the electrode data sheet.

Which structural base metals typically require A5.29 electrodes?

ASTM A514 (Fy = 100 ksi [690 MPa] quenched and tempered), A709 Grade HPS 70W, HPS 100W, and A572 Grade 65 typically require filler metal matched to their higher strength levels — usually E91T or E101T class electrodes from AWS A5.29.

Aug 10, 20267 min read

AWS A5.29 Low-Alloy FCAW Electrodes for Structural WPS

AWS A5.29 low-alloy FCAW electrodes: when to specify them on structural WPS versus A5.20, strength matching, essential variables, and storage requirements under AWS D1.1:2025.

WPS FCAW Filler Metal AWS D1.1 Essential Variables

New to procedures? Start with WPS welding: what a welding procedure specification is, with a filled-in example.

Most structural fabrication shops run AWS A5.20 flux-cored electrodes — the E71T-1, E71T-9, and E70T-5 families — on day-to-day work: A36 angles, A572 Grade 50 wide flanges, A500 HSS columns. These electrodes are the FCAW workhorses, and they're right for the job as long as the base metal yield strength doesn't push past roughly 65–70 ksi.

When the engineer specifies higher-strength steel — A572 Grade 65, A709 HPS 70W, A514, or proprietary quenched-and-tempered grades — the A5.20 lineup runs out of road. The fabricator needs a low-alloy FCAW electrode from AWS A5.29. These electrodes are less familiar territory for many shops, but they're not exotic: the welding technique is the same, and the WPS structure mirrors what a shop already does for A5.20 work. What changes is the electrode selection logic, the essential variable analysis, the storage requirements, and the PQR test demands.

The AWS A5.29 Classification System

AWS A5.29, Specification for Low-Alloy Steel Electrodes for Flux Cored Arc Welding, covers FCAW electrodes classified with a minimum deposited-weld-metal tensile strength above 70 ksi [480 MPa]. The classification designation follows the pattern:

E[strength][position][T][type]-[X][H]

E — electrode
Strength tier — 8 (80 ksi [550 MPa] min tensile), 9 (90 ksi [620 MPa]), 10 (100 ksi [690 MPa]), 11 (110 ksi [760 MPa])
Position — 0 (flat and horizontal only) or 1 (all positions)
T — tubular (flux-cored)
Type — designates the slag system, shielding gas requirements, and deposition characteristics (T1 = rutile, gas-shielded; T5 = basic slag, gas-shielded; T4 = self-shielded, etc.)
X — optional supplemental chemical composition designator
H — optional diffusible hydrogen designator (H4, H8, H16)

For example, E91T1-GM-H8 reads as: minimum 90 ksi tensile, all-position, tubular, T1 slag type, gas-shielded with mixed gas, H8 diffusible hydrogen classification (≤8 mL/100 g deposited weld metal).

The most common A5.29 electrodes in structural fab are the E81T and E91T families. E101T and E111T see use on A514 and A517 work but are less common.

Strength Matching to the Base Metal

The core decision when specifying an A5.29 electrode is strength matching: the filler metal must develop deposited weld metal mechanical properties that are compatible with the base metal and the connection design.

AWS D1.1:2025 generally requires matching-strength filler metal — a filler whose minimum tensile and yield strength are at or above those of the lower-strength base metal in a joint. The standard also permits undermatching filler metal in specific cases (lower strength filler on higher strength steel), subject to engineering justification and procedure qualification. When undermatching is intentional — for instance, E71T FCAW on A572 Grade 65 where the joint is designed for undermatching — this must be reflected on the WPS and documented in the PQR rationale.

For standard structural applications, matching is the default. Approximate pairings:

Base Metal (Fy)	Typical A5.29 Electrode	Min Tensile
A572 Gr 65 (65 ksi [450 MPa])	E81T1 family	80 ksi [550 MPa]
A709 HPS 70W (70 ksi [485 MPa])	E81T1 or E91T1	80–90 ksi
A514 (100 ksi [690 MPa])	E101T1 or E111T1	100–110 ksi
A709 HPS 100W (100 ksi [690 MPa])	E101T1	100 ksi

Bridge work and heavy seismic applications often require the filler metal to also meet CVN impact toughness requirements at specified temperatures (e.g., 20 ft-lbf [27 J] at −20°F [−29°C]). Confirm the electrode's certified test report (CTR) shows CVN values at the required temperature before purchasing.

Essential Variable Analysis Under AWS D1.1:2025 Table 6.6

AWS D1.1:2025 Table 6.6 governs essential variables for FCAW procedures. Changes to filler metal classification that affect the WPS's qualification range include:

Filler metal F-number change: AWS D1.1 assigns F-numbers to electrode groups. A5.20 and A5.29 electrodes generally share an F-number grouping structure. However, specific cross-classification substitutions are subject to Table 6.6 review — a change from a classified A5.20 electrode to an A5.29 electrode at a higher strength tier is an essential variable change and requires a new PQR test weld.

Diffusible hydrogen class change: Changing the H-designator on a low-hydrogen electrode from H8 to H16, or dropping the H-suffix entirely, is an essential variable under Table 6.6 when the original WPS was qualified with an H-suffix electrode. Because AWS D1.1:2025 row 4 of Table 6.6 dropped AWS A5.36 from the GMAW/FCAW allowed list (a 2025 edition change from 2020), fabricators should review their WPSs to confirm no A5.36-classified electrodes are in the filler metal column.

Shielding gas change: A5.29 T1-type electrodes are gas-shielded. Changing the shielding gas composition (e.g., 75% Ar/25% CO₂ to 100% CO₂, or switching from a mixed gas to pure CO₂) is an essential variable under Table 6.6 that requires requalification if the electrode classification's gas requirement changes or if the change produces a different transfer mode. See the related article on GMAW shielding gas change and WPS requalification.

Wire diameter change: Changing the electrode diameter — from 0.045 in to 0.052 in, or from 0.052 in to 1/16 in — is an essential variable for FCAW under Table 6.6 that requires a new qualification test weld if the change is outside the qualified range.

If CVN impact testing was performed during PQR qualification, Table 6.8 supplementary essential variables also apply and may restrict filler metal substitution further — specifically, changes that produce different deposited chemistry (alloy composition shifts) or different hydrogen levels can change the CVN outcome.

Storage and Moisture Control

A5.29 low-alloy FCAW electrodes carry H-suffix designations because moisture absorbed into the flux core is the primary source of diffusible hydrogen in the deposited weld metal. Elevated hydrogen in high-strength weld metal dramatically increases the risk of hydrogen-assisted cold cracking (HACC) — which is the dominant mode of failure in high-restraint, high-strength structural joints.

Storage and handling requirements for A5.29 electrodes mirror those for low-hydrogen SMAW electrodes:

Sealed containers: Store in the manufacturer's original sealed packaging until ready for use. Do not leave opened spools on the wire feeder overnight.
Conditioning oven: Once opened or exposed to ambient humidity for longer than the manufacturer specifies, wire should be reconditioned in a holding oven at the temperature range specified by the electrode manufacturer (typically 200–300°F [95–150°C] for several hours). The holding oven temperature and time are different for each electrode — always follow the data sheet, not a generic rule.
Exposure time limits: Manufacturers publish maximum atmospheric exposure times per H-class (H4 electrodes are more restrictive than H16). Track wire spool age and exposure time on the shop floor with date-out labels on each spool.
Ambient humidity monitoring: In humid regions or during summer months, shop humidity should be monitored and recorded. Some contracts (bridge work, nuclear, seismic) require documented environmental controls to qualify electrode lots.

Moisture-control documentation — oven calibration records, exposure logs, and electrode lot certifications — is part of the consumable traceability required by AWS D1.1:2025. See the related article on filler metal lot control and traceability under AWS D1.1.

PQR Testing Requirements for A5.29 Procedures

Qualifying a WPS using an A5.29 electrode follows the same Clause 4 process as any FCAW WPS, but the test acceptance criteria are often more demanding because the base metals that require A5.29 are themselves higher-strength and often require additional testing:

Standard mechanical testing: Tensile tests (weld metal and section), guided bend tests (root, face, and side bends), and fillet weld macros per Clause 4 of AWS D1.1:2025. The tensile test specimens must meet the tensile strength requirements of the lower-strength base metal or the specified minimum, whichever governs.

CVN impact testing: Bridge work (AWS D1.5), seismic demand-critical welds (AWS D1.8), and some owner-specified programs require CVN testing at specified temperatures. When CVN testing is part of the PQR, the supplementary essential variables in Table 6.8 activate and restrict the WPS's substitution range going forward.

Hardness testing: A514 and other quenched-and-tempered steel WPSs often include HAZ hardness traverses in the PQR to confirm the procedure does not embrittle the base metal heat-affected zone above contract-specified limits (commonly 248 HV10 or Rockwell-equivalent).

For a deeper look at PQR test requirements for structural groove welds, see the related article on how to qualify a welding procedure under AWS D1.1:2025.

Writing the WPS: What Changes for A5.29

If your shop already has a qualified A5.20 FCAW WPS, generating a companion A5.29 WPS for higher-strength work requires:

New PQR test weld — essential variable change (filler metal classification change). You cannot extend an A5.20 PQR to cover A5.29 work simply by relabeling the filler metal column.
Revised preheat and interpass requirements — high-strength steels almost always demand higher minimum preheat temperatures (often 200–300°F [95–150°C] even for modest plate thicknesses) because their carbon equivalents are higher and their susceptibility to hydrogen cracking is greater.
Revised PWHT statement — A514 and similar steels prohibit post-weld heat treatment above a specific temperature (typically 1100°F [595°C]) because PWHT can reverse the quenching and tempering that gives the steel its strength. The WPS must state this restriction explicitly.
Tighter heat input controls — quenched-and-tempered steels are sensitive to heat input. Excessive heat input in a single pass can over-temper the HAZ and reduce strength. The WPS maximum heat input should reflect the values tested in the PQR.

If you need to generate a new WPS and PQR record set for an A5.29 electrode procedure, see pricing for the AI-drafted WPS template tool that pulls the correct essential variable table, preheat requirements, and qualification range for the electrode and base metal combination you specify.

Rule library based on AWS D1.1:2025; verify against your governing edition (the AHJ or contract may specify 2020 or earlier).

FAQ

Frequently asked.

What is the difference between AWS A5.20 and A5.29 flux-cored electrodes?: AWS A5.20 covers carbon-steel FCAW electrodes at yield strength levels matching A36 and A572 Grade 50. AWS A5.29 covers low-alloy FCAW electrodes at higher strength tiers — E8XTX, E9XTX, E10XTX, E11XTX — used when the base metal yield strength exceeds what A5.20 can match.
Is a change from A5.20 to A5.29 a WPS requalification trigger?: Yes. Changing the filler metal classification between AWS A5.20 and A5.29 — or changing the specific A5.29 classification — is an essential variable under AWS D1.1:2025 Table 6.6. A new PQR test weld is required unless the change is within the same F-number grouping where the standard permits it.
Do AWS A5.29 electrodes require special storage?: A5.29 low-alloy electrodes carry H-suffix moisture designations (H4, H8, H16) and require the same handling as low-hydrogen consumables — sealed manufacturer containers, conditioning ovens at manufacturer-specified temperatures, and maximum exposure times per the electrode data sheet.
Which structural base metals typically require A5.29 electrodes?: ASTM A514 (Fy = 100 ksi [690 MPa] quenched and tempered), A709 Grade HPS 70W, HPS 100W, and A572 Grade 65 typically require filler metal matched to their higher strength levels — usually E91T or E101T class electrodes from AWS A5.29.