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

Pré-aquecimento de A572 Gr.50 para SAW — up to 3/4"

Temperatura mínima de pré-aquecimento e interpasse para A572 Gr.50 soldado com SAW em espessura up to 3/4", 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
32°F / 0°C
Categoria B
Processo SMAW, SAW, GMAW ou FCAW de baixo hidrogênio
AWS D1.1:2025 Tabela 5.11, §5.7
Quando a temperatura do metal de base está abaixo de 32°F [0°C], pré-aquecer a no mínimo 70°F [20°C] e manter durante a soldagem (Tabela 5.11 nota de rodapé a).
Ferramenta de referência. Verificar contra a edição aplicável ao projeto e EPS aprovada pelo Engenheiro.

SAW (Submerged Arc Welding)

SAW submerges the arc beneath granular flux for highest deposition rates, flat/horizontal only. Category B in Table 5.11.

SAW with F7A2-EM12K wire/flux delivers the highest deposition rates for flat-position fillet welds on building steel. Typical parameters: 500-700 amps, 28-32 volts, 18-30 IPM travel speed. Flux consumption runs approximately equal to wire consumption by weight. Unfused flux recovery and recycling systems are standard in production shops to control consumable costs.

SAW Tips for Common Structural Steels

For A572 Grade 50 structural steel (50 ksi yield, Category B only), SAW F7A2-EM12K at 550–700 A is the dominant process for crane runway girder web-to-flange fillet welds, built-up column seams, and plate girder fabrication in building construction. The deep-penetrating SAW arc on A572 Gr.50 plate achieves excellent root fusion on fillet welds without back-gouging.

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

Filler Metal for SAW

Wire: EM12K or EL12 with matching flux (AWS A5.17). Common combo: F7A2-EM12K. Diameter: 3/32" or 7/64". Flux type: active (A) for single-pass, neutral (N) for multi-pass. Voltage: 28-34V. Current: 400-800A depending on joint size. Travel: 12-24 ipm.

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 SAW

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 SAW, the submerged arc process with granular flux produces controlled hydrogen levels, with flux condition being the primary variable. The 32°F minimum preheat balances the steel’s strength level and carbon equivalent against the hydrogen control provided by SAW. 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 up to 3/4"

Thin material sheds heat quickly, allowing hydrogen to escape the HAZ readily — lowest preheat tier in Table 5.11.

Outros Aços com SAW em up to 3/4"

AçoCategoriaPré-aquecimento
A36B32°F (0°C)
A633 Gr.EC50°F (10°C)
A709 HPS70WC50°F (10°C)
A710 Gr.AC50°F (10°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 SAW em up to 3/4"?
Para A572 Gr.50 soldado com SAW em espessura up to 3/4", a temperatura mínima de pré-aquecimento é 32°F (0°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 SAW?
A572 Gr.50 soldado com SAW se enquadra na Categoria B da AWS D1.1:2025 Tabela 5.11. Processo SMAW, SAW, GMAW ou FCAW de baixo hidrogênio. Em espessura up to 3/4", esta categoria requer pré-aquecimento mínimo de 32°F (0°C).
A572 Gr.50 precisa de pré-aquecimento em up to 3/4"?
Em espessura up to 3/4" com SAW, o pré-aquecimento mínimo é 32°F (0°C) — efetivamente temperatura ambiente acima do congelamento. Não é necessário pré-aquecimento ativo a menos que o metal de base esteja abaixo de 32°F.

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