A1066 Gr.50 Preheat for FCAW — over 2-1/2"

FCAW (Flux Cored Arc Welding)

FCAW uses tubular flux-cored wire, available gas-shielded (E71T-1) or self-shielded (E71T-8) for field work. Category B in Table 5.11.

High-strength FCAW wire follows the steel's Table 5.6 base-metal group, not its Table 5.11 preheat category: Table 5.7 marks AWS A5.20 carbon-steel wire N/A for Groups III, IV and V and lists AWS A5.29 low-alloy classifications such as E8XTX-K2X for Group III and E9XTX-K2X for Group IV. The flux system in these wires is formulated for low diffusible hydrogen, often meeting H8 supplementary limits when tested per AWS A4.3. Wire storage requires climate-controlled conditions similar to SMAW electrodes to prevent moisture absorption.

FCAW Tips for High-Strength and TMCP Steels

For A1066 Grade 50 HSLA plate (50 ksi yield, Category B or H8 Category E), FCAW with H8-certified E71T-1M qualifies for Category E preheat (50°F up to 1", 120°F above) — providing meaningful preheat savings over full Category B on plate over 1" thick. Gas-shielded E71T-1M at 230–260 A handles bridge stiffener fillets and wind turbine flange groove welds with consistent bead profile.

Typical values for reference — always verify against your approved WPS and electrode manufacturer data.

Filler Metal for FCAW

Gas-shielded: E71T-1C (AWS A5.20, classified with 100% CO2) or E71T-1M (classified with 75 to 80 percent argon, balance CO2). The C and M designators identify the shielding gas used for classification; the actual gas must follow the electrode manufacturer and the qualified WPS. Self-shielded: E71T-8 (no external gas, field-ready). Diameter: 0.045" standard, 1/16" for high-deposition. Stick-out: 3/4" to 1-1/4" (longer than GMAW due to resistive heating of flux core).

Typical values for reference — always verify against your approved WPS and electrode manufacturer data.

A1066 Gr.50

ASTM A1066 Grade 50 is a high-strength low-alloy plate (50 ksi yield, 65 ksi minimum tensile) with options for enhanced toughness and weldability through controlled chemistry and supplementary requirements. It falls under Category B for standard low-hydrogen processes and qualifies for the reduced Category E preheat (50°F up to 1”, 120°F above 1”) with H8-certified consumables. The specification includes S-series supplementary requirements for impact testing at various temperatures, allowing engineers to select the toughness grade appropriate for their service environment. Carbon content is limited to 0.20% max with CE-IIW controlled to approximately 0.38-0.44. A1066 Gr.50 competes with A572 Gr.50 plate in applications where the H8 preheat reduction provides meaningful fabrication cost savings on thick-section joints.

Why This Preheat for A1066 Gr.50 with FCAW

HSLA plate with H8-eligible Category E reduced preheat option at 50 ksi. This steel is prequalified only with low-hydrogen processes under Table 5.11. With FCAW, flux-cored wire in FCAW provides a combination of deoxidizers and low-moisture flux formulations that control hydrogen. The 225°F minimum preheat balances the steel’s strength level and carbon equivalent against the hydrogen control provided by FCAW. Non-low-hydrogen SMAW is not an option for this grade under D1.1 prequalified WPS.

Typical Applications for A1066 Gr.50

Applied in bridge plate girder webs where enhanced toughness is required beyond A709 Gr.50, cold-region building plate elements, heavy equipment support platforms, wind turbine tower flanges, and modular building frames. A1066 Gr.50 with H8 consumables qualifies for Category E reduced preheat (50°F up to 1", 120°F above 1"), offering a cost advantage over standard Category B procedures on thick plate where preheat time is a significant production bottleneck. Plate procurement requires specifying the supplementary toughness requirements (S-series) appropriate for the service temperature — S30 for -30°F, S50 for -50°F testing. The H8 preheat reduction becomes increasingly valuable as plate thickness increases, saving 30-60 minutes of preheating time per joint on material over 1 inch. For a bridge fabricator welding 200+ stiffener fillet welds per girder, the cumulative preheat savings from H8 consumables can reduce shop cycle time by 15-20% compared to full Category B procedures.

Why Preheat Matters at over 2-1/2"

The heaviest sections demand the highest preheat in Table 5.11. Multi-pass sequences require maintaining interpass temperature throughout.

Other Steels with FCAW at over 2-1/2"

A1066 Gr.50 with FCAW

Try Different Combinations

Use the interactive preheat calculator to look up any steel, process, and thickness combination from D1.1:2025 Table 5.11.

A1066 Gr.50 Welding Guides