AWS D1.1:2025 · Tabela 5.11 · Categoria B

Pré-aquecimento de A572 Gr.50 para GMAW — 1-1/2" to 2-1/2"

Temperatura mínima de pré-aquecimento e interpasse para A572 Gr.50 soldado com GMAW em espessura 1-1/2" to 2-1/2", conforme AWS D1.1:2025 Tabela 5.11.

Baseado na AWS D1.1:2025 Tabela 5.11 — cada valor rastreado à cláusula.

Temperatura Mínima de Pré-aquecimento e Interpasse
150°F / 65°C
Categoria B Processo SMAW, SAW, GMAW ou FCAW de baixo hidrogênio
AWS D1.1:2025 Tabela 5.11, §5.7
Ferramenta de referência. Verificar contra a edição aplicável ao projeto e EPS aprovada pelo Engenheiro.

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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 A572 Grade 50 structural steel (50 ksi yield, Category B only — non-LH SMAW is not prequalified), GMAW spray transfer with 0.045" ER70S-6 at 260–300 A is the standard shop process for W-shape connection plates, gusset plates, and base plates. Use 90/10 Ar/CO2 for improved bead profile on connection plate groove welds for moment frames.

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

Filler Metal for GMAW

Common wire: ER70S-6 (AWS A5.18). Diameter: 0.035" for thin sections and out-of-position, 0.045" for production flat/horizontal. Shielding gas: 75/25 Ar/CO2 (standard), 90/10 Ar/CO2 (less spatter, better profile), or 100% CO2 (deeper penetration, more spatter). Contact-tip-to-work distance: 1/2" to 3/4".

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

A572 Gr.50

ASTM A572 Grade 50 (50 ksi minimum yield, 65 ksi minimum tensile) is the dominant high-strength low-alloy structural steel in building construction. Most W-shapes rolled today are dual-certified A572/A992, with actual yield typically 50-58 ksi. It falls under Category B only in Table 5.11 — non-low-hydrogen SMAW is not prequalified for this grade. Chemistry limits include 0.23% max carbon (shapes) and columbium (niobium) or vanadium microalloying for grain refinement, producing a typical CE-IIW of 0.40-0.45. A572 Gr.50 plate is available in thicknesses up to 6" and is the default grade for connection plates, gussets, and base plates in building construction when loads exceed A36 capacity. The Gr.42, 55, 60, and 65 grades exist but Gr.50 accounts for over 90% of A572 production.

Por que Este Pré-aquecimento para A572 Gr.50 com GMAW

Dominant 50 ksi HSLA structural steel often dual-certified with A992. 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 150°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.

Aplicações Típicas de A572 Gr.50

Dominates building construction for W-shape column splices, beam-to-column moment connections, braced frame gusset plates, base plates over 36 ksi demand, crane runway girder webs, and mezzanine floor beams. A572 Gr.50 plate is the standard for connection elements in seismic designs per AISC 341. Complete joint penetration groove welds at beam flanges are the most critical weld detail in moment frames. The most common connection plate thicknesses are 3/4" and 1" for moment end plates and 1/2" to 5/8" for shear tabs. Demand-critical welds in seismic applications require notch-tough filler metals meeting AISC 341 Section A3.4b supplemental requirements with CVN testing at -20°F. Column splice CJP welds at every 2-3 story intervals are typically 2G or 3G field welds requiring portable preheat equipment. Base plate welds to foundation embed plates carry the full column load and require strict preheat compliance on thicker plates.

Por que o Pré-aquecimento Importa em 1-1/2" to 2-1/2"

Heavy plate with significant restraint and thermal mass — preheat is critical to maintain slow cooling for hydrogen escape.

Outros Aços com GMAW em 1-1/2" to 2-1/2"

AçoCategoriaPré-aquecimento
A36B150°F (65°C)
A633 Gr.EC225°F (110°C)
A709 HPS70WC225°F (110°C)
A710 Gr.AC225°F (110°C)

Experimente Diferentes Combinações

Use a calculadora interativa de pré-aquecimento para consultar qualquer combinação de aço, processo e espessura da D1.1:2025 Tabela 5.11.

Qual é o pré-aquecimento mínimo para A572 Gr.50 com GMAW em 1-1/2" to 2-1/2"?
Para A572 Gr.50 soldado com GMAW em espessura 1-1/2" to 2-1/2", a temperatura mínima de pré-aquecimento é 150°F (65°C) conforme AWS D1.1:2025 Tabela 5.11, Categoria B. Esta é também a temperatura mínima de interpasse.
Qual categoria da Tabela 5.11 se aplica a A572 Gr.50 com GMAW?
A572 Gr.50 soldado com GMAW se enquadra na Categoria B da AWS D1.1:2025 Tabela 5.11. Processo SMAW, SAW, GMAW ou FCAW de baixo hidrogênio. Em espessura 1-1/2" to 2-1/2", esta categoria requer pré-aquecimento mínimo de 150°F (65°C).
Por que o pré-aquecimento é 150°F para A572 Gr.50 em 1-1/2" to 2-1/2"?
O pré-aquecimento de 150°F para A572 Gr.50 em 1-1/2" to 2-1/2" com GMAW reflete a combinação da temperabilidade do aço e a restrição aumentada nesta espessura.

Dados de referência D1.1:2025. Sem afiliação com AWS.