A36 Preheat for FCAW — up to 3/4"
Per AWS D1.1:2025 Table 5.11, the minimum preheat for A36 welded with FCAW at up to 3/4" is 32°F (0°C), Category B. Preheat below this raises hydrogen-cracking risk in the heat-affected zone; the same temperature is the minimum interpass limit maintained through the weld.
Built on AWS D1.1:2025 Table 5.11 — every value traced to the clause.
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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.
E71T-1 gas-shielded wire is the workhorse for structural steel erection fillet welds. Self-shielded E71T-8 is preferred for field welding where wind makes gas shielding unreliable. Deposition rates run 8-12 lb/hr depending on wire diameter and position. The flux core provides a protective slag that supports the puddle in vertical-up and overhead positions.
FCAW Tips for Common Structural Steels
For A36 structural steel (36 ksi yield), FCAW with E71T-1M at 220–260 A and 0.045" wire is the dominant field erection process for column connections, shear tabs, and braced frame gusset welds. The flux slag supports the puddle in vertical-up and overhead positions on clip angle and seat connection fillet welds. Category A and B both apply to A36; FCAW.
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, requires 100% CO2) or E71T-1M (requires 75/25 Ar/CO2 mixed gas) — the C/M suffix designates the required shielding gas. 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.
A36
ASTM A36 is the most commonly specified structural steel in North America, with a minimum yield strength of 36 ksi and 58-80 ksi tensile range. It appears in both Category A (non-low-hydrogen SMAW) and Category B (low-hydrogen processes) of Table 5.11. A36 is available as plate (up to 8" thick), W-shapes, channels, angles, and bars from virtually every domestic mill. Its moderate carbon content (0.26% max for shapes, 0.25% max for plate up to 3/4") and typical carbon equivalent of 0.35-0.42 give it good weldability across all prequalified processes. A36 plate thicker than 1-1/2" carries a slightly higher carbon limit of 0.29%, while plate from 3/4" to 1-1/2" stays at 0.25% max.
Why This Preheat for A36 with FCAW
Widely used structural carbon steel with 36 ksi yield and 0.26% max carbon. With low-hydrogen FCAW, this combination falls under Category B rather than Category A — flux-cored wire in FCAW provides a combination of deoxidizers and low-moisture flux formulations that control hydrogen. The 32°F minimum preheat is lower than what non-low-hydrogen SMAW would require at the same thickness because FCAW significantly reduces the driving force for hydrogen-induced cracking in the heat-affected zone.
Typical Applications for A36
Common in angle-to-gusset fillet welds, beam web clip angles, stiffener plates, base plate bearing connections, light bracing members, stair stringers, handrail posts, and miscellaneous steel fabrication. A36 plate is the default choice for connection elements such as shear tabs, moment end plates under 36 ksi demand, and simple beam-to-column seated connections. In retrofit and renovation, A36 angles and channels are standard for reinforcement brackets and framing infill. Typical shop drawing callouts include 3/8" and 1/2" A36 plate for gussets, 5/16" fillet welds on clip angles, and partial joint penetration groove welds on base plate stiffeners. A36 is so ubiquitous that most structural steel shops maintain permanent inventory in multiple thicknesses from 1/4" through 2" plate. Fillet weld sizes on A36 connections typically range from 3/16" minimum to 5/8" for heavy gusset-to-column welds, with E70XX electrodes providing significant overmatching strength.
Why Preheat Matters at up to 3/4"
Thin material sheds heat quickly, allowing hydrogen to escape the HAZ readily — lowest preheat tier in Table 5.11.
Other Steels with FCAW at up to 3/4"
| Steel | Category | Preheat |
|---|---|---|
| A53 Gr.B | B | 32°F (0°C) |
| A633 Gr.E | C | 50°F (10°C) |
| A709 HPS70W | C | 50°F (10°C) |
| A710 Gr.A | C | 50°F (10°C) |
A36 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.
A36 Welding Guides
Primary sources
D1.1:2025 reference data. Not affiliated with AWS.
Application context
A36 plate at or below 3/4 inch with FCAW shows up in heavy-deposition shop work, structural fillet runs, and outdoor field welding where the self-shielded variant tolerates wind better than gas-shielded GMAW.
Pre-weld notes
FCAW at the 32°F floor on thin A36 has a different defect profile than SMAW or GMAW: slag adherence between passes is the recurring issue. Incomplete slag removal traps inclusions that show up on the radiograph or visual examination as the work progresses. The wire-feed speed and contact-tip-to-work distance are the two operator levers that move slag formation; both are typically pinned in the WPS but drift in long shifts. Self-shielded vs. gas-shielded changes the arc characteristics noticeably — confirm the WPS classification matches what's on the spool.
What a CWI verifies
A CWI on FCAW thin-section work focuses on inter-pass slag removal first, then deposit contour and the spool-vs-WPS classification check. The 32°F preheat floor is rarely the binding constraint at this thickness; the FCAW-specific defect modes (slag, porosity from contaminated wire, lack of fusion at the toe) drive the inspection effort.