AWS D1.1:2025 · Table 5.11 · Category B

A36 Preheat for SMAW (low-hydrogen) — 1-1/2" to 2-1/2"

Minimum preheat and interpass temperature for A36 welded with SMAW (low-hydrogen) at 1-1/2" to 2-1/2" thickness, per AWS D1.1:2025 Table 5.11.

Built on AWS D1.1:2025 Table 5.11 — every value traced to the clause.

Minimum Preheat & Interpass Temperature
150°F / 65°C
Category B Low-hydrogen SMAW, SAW, GMAW, or FCAW process
AWS D1.1:2025 Table 5.11, §5.7
Reference tool. Verify against project-applicable edition and Engineer-approved WPS.

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SMAW (Low-Hydrogen)

Low-hydrogen SMAW (E7018/E7016) uses basic-coated electrodes requiring rod oven storage, assigned to Category B in Table 5.11.

E7018 is the default electrode for structural fillet and groove welds on common building steels. Rod ovens should hold at a minimum of 250°F per D1.1 Clause 7.3.2.1; exposure time out of the oven is limited to 4 hours maximum per Table 7.1. For overhead position, use 3/32" diameter rods to control puddle size. Vertical-up stringer beads provide the best fusion on thicker members.

SMAW-LH Tips for Common Structural Steels

For A36 structural steel (36 ksi yield), E7018 is the universal choice for field repair welds, overhead clip angle fillet welds, and out-of-position groove welds where wire feed processes cannot reach. Use 1/8" diameter at 120–150 A for overhead and vertical-up; 5/32" at 150–175 A for flat/horizontal production work. Rod oven at 250°F minimum per Clause 7.3.2.1; re-bake at 500–800°F.

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

Filler Metal for SMAW-LH

Electrode: E7018 (AWS A5.1) — the universal low-hydrogen structural rod. Diameter: 1/8" (general/out-of-position), 5/32" (production), 3/16" (heavy plate flat only). Storage: 250°F rod oven minimum per D1.1 §7.3.2.1. Exposure limit: 4 hours out of oven per Table 7.1, then re-bake at 500-800°F for minimum 2 hours per §7.3.2.4 (A5.1 classification).

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 SMAW-LH

Widely used structural carbon steel with 36 ksi yield and 0.26% max carbon. With low-hydrogen SMAW-LH, this combination falls under Category B rather than Category A — E7018 low-hydrogen electrodes produce typically 4-8 mL/100g diffusible hydrogen under proper rod oven conditions. The 150°F minimum preheat is lower than what non-low-hydrogen SMAW would require at the same thickness because SMAW-LH 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 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.

Other Steels with SMAW (low-hydrogen) at 1-1/2" to 2-1/2"

SteelCategoryPreheat
A53 Gr.BB150°F (65°C)
A633 Gr.EC225°F (110°C)
A709 HPS70WC225°F (110°C)
A710 Gr.AC225°F (110°C)

Try Different Combinations

Use the interactive preheat calculator to look up any steel, process, and thickness combination from D1.1:2025 Table 5.11.

What is the minimum preheat for A36 with SMAW-LH at 1-1/2" to 2-1/2"?
When welding A36 at 1-1/2" to 2-1/2" using SMAW-LH, the minimum preheat temperature is 150°F (65°C) per AWS D1.1:2025 Table 5.11, Category B. SMAW-LH places this combination in Category B. This is also the minimum interpass temperature — the joint must not cool below 150°F between passes.
What Table 5.11 category applies to A36 with SMAW-LH?
When using SMAW-LH on A36, the combination falls under Category B in AWS D1.1:2025 Table 5.11. Low-hydrogen SMAW, SAW, GMAW, or FCAW process. At 1-1/2" to 2-1/2" thickness, Category B with SMAW-LH requires a minimum preheat of 150°F (65°C).
Why is preheat 150°F for A36 at 1-1/2" to 2-1/2"?
The 150°F preheat for A36 at 1-1/2" to 2-1/2" when using SMAW-LH reflects the combination of the steel's hardenability and the increased restraint at this thickness. SMAW-LH delivers controlled hydrogen levels, but at this thickness the preheat must slow the cooling rate in the heat-affected zone, giving diffusible hydrogen more time to escape before the steel transforms to a crack-susceptible microstructure.
What happens if I skip preheat on thick plate?
Without adequate preheat on material in the 1-1/2” to 2-1/2” range, the weld HAZ cools rapidly, trapping diffusible hydrogen in a hardened microstructure. This creates conditions for hydrogen-induced cracking (also called cold cracking or delayed cracking), which may not appear until hours or days after welding. Table 5.11 preheat minimums are set to prevent this failure mode.

D1.1:2025 reference data. Not affiliated with AWS.