A36 Vorwärmung für FCAW — 1-1/2" to 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.

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.

Warum Diese Vorwärmung für A36 mit 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 150°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.

Typische Anwendungen für 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.

Warum Vorwärmung bei 1-1/2" to 2-1/2" Wichtig ist

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

Andere Stähle mit FCAW bei 1-1/2" to 2-1/2"

A36 mit FCAW

Verschiedene Kombinationen Ausprobieren

Verwenden Sie den interaktiven Vorwärmrechner für jede Stahl-, Verfahrens- und Dickenkombination aus D1.1:2025 Tabelle 5.11.

Schweißleitfäden für A36