A992 Preheat for GMAW — 3/4" to 1-1/2"
Per AWS D1.1:2025 Table 5.11, the minimum preheat for A992 welded with GMAW at 3/4" to 1-1/2" is 50°F (10°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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GMAW (Gas Metal Arc Welding)
GMAW (MIG) feeds continuous solid wire with shielding gas — an inherently low-hydrogen process assigned to Category B in Table 5.11.
ER70S-6 wire at 0.035" or 0.045" diameter handles most structural work on common grades. Spray transfer at 250-350 amps provides high deposition for shop fillet welds. For thinner material under 1/4", short-circuit transfer at lower parameters reduces heat input. Gas flow rates of 35-45 CFH through a standard nozzle provide adequate shielding in typical shop environments without excessive turbulence.
GMAW Tips for Common Structural Steels
For A992 wide-flange shapes (50 ksi yield, max 0.23% carbon, Category B), GMAW with 0.035" ER70S-6 at 210–260 A handles continuity plate fillet welds, doubler plate attachment welds, and shear tab shop welds on beams and columns. Moment-frame demand-critical welds per AWS D1.8 Clause 6.2.2 require notch-tough filler with CVN at no warmer than LAST+20°F for 70/80 ksi (at LAST for 90 ksi); a lower test temperature also complies. Preheat 32°F minimum up to 3/4".
Typical values for reference — always verify against your approved WPS and electrode manufacturer data.
Why GMAW for A992 at 3/4" to 1-1/2"
Why GMAW for A992 at 3/4" to 1-1/2"? GMAW delivers 8-12 lb/hr deposition — compared to <a href="/welding/preheat-calculator/a992/saw/3-4-to-1-1-2-inch/">SAW</a> at 15-40 lb/hr. Position capability: all positions (not GMAW-S). Suitability: primarily shop.
A992
ASTM A992 (50 ksi minimum yield, 65 ksi maximum yield, 65 ksi minimum tensile) is the standard specification for W-shapes in building construction — virtually all wide-flange beams and columns in US structural steel buildings are A992. The specification was created in 1998 to address weldability concerns with earlier A36/A572 shapes by imposing tighter chemistry controls: 0.23% max carbon, 0.15% max combined V+Cb+N, and a 0.85 maximum yield-to-tensile ratio to ensure ductile behavior in seismic connections. These controls produce a typical CE-IIW of 0.38-0.44. It falls under Category B in Table 5.11, requiring low-hydrogen welding processes. Most domestic W-shapes are dual-certified A992/A572 Gr.50, with actual mill test yields typically 50-58 ksi. The controlled chemistry makes A992 the most weldable 50 ksi structural shape available.
Why This Preheat for A992 with GMAW
Standard W-shape specification for virtually all US building wide-flanges. This steel is prequalified only with low-hydrogen processes under Table 5.11. With GMAW, the continuous solid wire and gas shielding in GMAW produce inherently low hydrogen levels, typically 2-4 mL/100g. The 50°F minimum preheat balances the steel’s strength level and carbon equivalent against the hydrogen control provided by GMAW. Non-low-hydrogen SMAW is not an option for this grade under D1.1 prequalified WPS.
Typical Applications for A992
The universal W-shape steel for building frames: beam-to-column moment connections, simple shear tabs, column web doubler plates, continuity plates, collector beams in lateral systems, drag struts, transfer beams, and composite deck stud rails. A992 chemistry control (max 0.23% carbon, max 0.15% V-Cb-N) was specifically designed to improve weldability over earlier A36/A572 shapes after the 1994 Northridge earthquake revealed brittle fracture problems in welded steel moment frames. Flange CJP welds in seismic moment frames are the highest-criticality joints in US building construction. The controlled yield-to-tensile ratio (max 0.85) ensures ductile behavior in seismic connections by guaranteeing sufficient strain hardening capacity. Mill test reports for A992 shapes routinely show actual yield strengths of 50-55 ksi, well above the 50 ksi minimum. The weld access hole geometry per AISC 358 is dimensioned specifically for A992 flanges to reduce stress concentrations at the CJP weld termination.
Why Preheat Matters at 3/4" to 1-1/2"
Preheat climbs at this range as thicker material slows heat dissipation, trapping hydrogen at crack-susceptible grain boundaries.
Other Steels with GMAW at 3/4" to 1-1/2"
| Steel | Category | Preheat |
|---|---|---|
| A1066 Gr.50 | B | 50°F (10°C) |
| A1066 Gr.60/65 | C | 150°F (65°C) |
| A1066 Gr.70 | C | 150°F (65°C) |
| A633 Gr.E | C | 150°F (65°C) |
A992 with GMAW
Try Different Combinations
Use the interactive preheat calculator to look up any steel, process, and thickness combination from D1.1:2025 Table 5.11.
A992 Welding Guides
Primary sources
D1.1:2025 reference data. Not affiliated with AWS.
Application context
A992 in the 3/4 to 1-1/2 inch range with GMAW typically shows up in shop-welded splice plates on heavier W-shape sections, stiffener welds across thick web members, and cover-plate attachments where the higher deposition rate matches a production cadence on AISC moment-frame and braced-frame work.
Pre-weld notes
The 50°F floor at this band on A992 wants real preheat verification, not just a torch pass. A992's HSLA chemistry sits closer to A572 Gr.50; mid-thickness sections retain heat through the joint sequence but the back side lags surface readings. Filler-metal matching-strength per Table 5.7 narrows GMAW choice to specific ER70S-X classifications matched to the 50 ksi yield. Shielding-gas integrity is the recurring GMAW defect lever — Table 5.10 narrows the prequalified options.
What a CWI verifies
A CWI on this joint verifies shielding-gas mix and flow rate, samples preheat at perimeter + mid-thickness, and confirms filler-metal classification against Table 5.7. On wide-flange splices, the prequalified joint-detail conformance to Clause 5 is the third check — geometry across web/flange junctions is the recurring deviation.