Quenched-and-tempered (Q&T) steels like ASTM A514 and A517 sit at the top of the structural steel strength ladder—minimum yield strengths of 100 ksi (690 MPa) for most thicknesses. That strength comes at a cost: the properties are locked in by a two-step heat treatment, and arc welding can undo that treatment locally if the procedure is wrong. AWS D1.1:2025 handles these steels differently from garden-variety A36 or A572 work, and the differences run through every part of the WPS package.
Rule library based on AWS D1.1:2025; verify against your governing edition (the AHJ or contract may specify 2020 or earlier).
Why A514 and A517 Are Not Prequalified
The prequalified WPS provisions in AWS D1.1 streamline qualification for common structural steels where decades of field experience and research support predictable weld quality without a test weld. A514 and A517 do not qualify. Their strength depends on a tight, thermally sensitive martensitic or bainitic microstructure. The heat cycle of welding—heating, dwelling, and cooling—creates a heat-affected zone (HAZ) that is prone to hardening, softening, and hydrogen-assisted cracking unless the procedure tightly controls thermal input.
Because of that sensitivity, AWS D1.1 requires a full Procedure Qualification Record (PQR) for every A514/A517 WPS. You must run a test weld under controlled conditions, destructively test it, document the results, and bind the WPS to that specific test record. There is no shortcut.
If you are new to WPS qualification mechanics, the WPS vs. PQR vs. WPQ breakdown is a useful starting point before tackling A514-specific requirements.
Preheat: Floor, Not Target
AWS D1.1:2025 Table 3.2 assigns preheat and minimum interpass temperature requirements by steel category and base metal thickness. A514 and A517 fall into the high-strength category with the highest preheat minimums of the table. The required minimum typically ranges from 50°F (10°C) for thin sections to 200°F (93°C) or higher for thicker plates—exact values vary by thickness range and should be read directly from Table 3.2 of your governing edition.
Two critical points that trip up shops coming from mild-steel work:
- Preheat is a minimum, not a target. Many procedures for lower-strength steels aim to hit preheat exactly and move on. For A514, the floor matters, but the ceiling matters just as much.
- Maximum interpass temperature is 400°F (205°C). This is not a guideline—it is a hard limit. Measuring interpass temperature with a contact pyrometer or infrared thermometer before each pass is the production control. A temp gun pointed at the weld area adjacent to the joint is the standard method.
Exceeding 400°F interpass on A514 can begin to temper the base metal in the HAZ, reducing yield strength. On plate over 2.5 in (65 mm) thick, the thermal mass makes this easier to violate because the steel holds heat longer between passes.
Low-Hydrogen: H4 Is the Starting Point
A514 and A517 have high carbon equivalents, which drives susceptibility to hydrogen-assisted cracking (HAC). AWS D1.1:2025 mandates low-hydrogen electrodes and processes for these steels. In practice that means:
- SMAW: E70XX-H4 or lower. E7018-H4R is common. Electrodes must be stored in a rod oven (typically 250–300°F / 120–150°C) and issued from portable holding ovens (at least 100–150°F / 40–65°C). Atmospheric exposure limits apply per Annex I.
- FCAW: Gas-shielded FCAW with an H8 or lower designation at minimum; H4 where toughness or thick section conditions apply.
- GMAW: Solid wire GMAW is inherently low-hydrogen; use appropriate shielding gas (75/25 Ar/CO₂ is typical for structural GMAW-S).
- SAW: Low-hydrogen flux/wire combinations.
The diffusible hydrogen level is part of the electrode classification (the H4/H8 suffix per AWS A5.1, A5.5, A5.20, etc.), not just the brand name. Verify the specific lot's hydrogen designation from the mill certificate when the WPS cites a specific H-designator.
Essential Variables Under Table 6.6
AWS D1.1:2025 Table 6.6 governs essential variables for SMAW, SAW, GMAW, FCAW, and GTAW procedures. For high-strength steels like A514, several Table 6.6 variables become critical because they directly affect heat input and HAZ microstructure:
Heat input increase. For steels with minimum yield above 90 ksi, increasing heat input from the qualified level triggers requalification. The formula in AWS D1.1 for arc energy (heat input) is:
Heat Input = (Amps × Volts × 60) ÷ Travel Speed (in/min)
See the arc energy and heat input formula article for the full calculation and unit conversions.
Base metal type or specification change. A514 Grade B, Grade E, Grade H, and similar sub-grades differ in composition and, potentially, in response to a given thermal cycle. Changing grades requires re-evaluating whether the existing PQR supports the new base metal.
Filler metal classification change. Adding or removing the H-designator suffix, or changing the AWS filler classification, is an essential variable. A shop that qualifies on E7018-H4R cannot just swap to a generic E7018 from a different lot without verifying hydrogen compliance.
Base metal thickness. Standard thickness coverage rules apply (1T to 2T qualified). For A514 work, ensure the PQR test plate thickness brackets the production range—these steels are commonly used in plate thicknesses from 3/4 in to 4 in.
For a complete picture of which variables require requalification versus which are non-essential, the essential vs. non-essential variables guide lays out the framework.
CVN Toughness Testing: Table 6.8 Supplementary Variables
When the contract or code specifies Charpy V-Notch (CVN) impact testing—common on A514 work in seismic, bridge, or fracture-critical applications—Table 6.8 of AWS D1.1:2025 activates. Table 6.8 supplementary essential variables include restrictions on:
- Maximum heat input increase
- Minimum preheat decrease
- Post-weld heat treatment (PWHT) temperature range
The 2025 edition made two important changes to Table 6.8 relevant to A514 work:
- Row 2(a): The minimum test thickness floor dropped from 5/8 in (16 mm) to 1/2 in (12 mm)
- Row 8: Preheat is no longer a CVN supplementary variable; only interpass maximum increase triggers requalification
Both changes matter if you are translating a PQR test done under the 2020 edition. A WPS qualified under 2020 rules may need to be re-examined against 2025 Table 6.8 if your contract specifies the 2025 edition.
PQR Testing Requirements
The PQR test weld for A514 must include the mechanical testing required by AWS D1.1 for groove weld qualification:
- Tension tests (reduced-section or full-section)
- Bend tests (face, root, and side bends per thickness)
- CVN impact tests if the contract specifies fracture-critical or notch-toughness requirements
For production joints over 1-1/2 in (38 mm) thick, side bends replace face and root bends. The test lab report must show that tensile failures occur in the base metal—not the weld or HAZ—or that the weld meets the minimum tensile strength requirement.
Document the actual preheat used during the PQR test weld. That becomes the minimum for the WPS. Document the actual interpass temperatures measured during the test weld as well. Inspectors on AISC-certified shop audits will verify that production WPS temperatures match PQR-qualified ranges.
Production Controls in the Shop
For CWI inspection on A514 work, the routine controls go beyond what is typical for mild steel:
- Preheat verification before each weld start, including tack welds. Tack welds on A514 are not exempt from preheat requirements.
- Interpass temperature measurement before each pass, especially on multi-pass welds in thick plate.
- Rod oven sign-off or documented hydrogen exposure tracking for SMAW electrodes.
- Heat input calculation and logging by pass or weld sequence for procedures where heat input is a qualified variable.
- Post-weld hydrogen bake-out. Some specifications and WPS require a low-temperature heat treatment (200–300°F / 93–150°C for 2–4 hours) immediately after welding, before the joint cools completely, to drive out diffusible hydrogen.
These controls belong in the welding inspection documentation—not just the WPS—so that an AISC or owner audit can trace each weld joint to its compliant procedure and inspection records.
When PWHT Is and Is Not Appropriate
Post-weld heat treatment (PWHT) at the typical stress-relief temperature range (1100–1200°F / 595–650°C) used for carbon steel is generally not recommended for A514 and A517. That temperature range overlaps the tempering range used to manufacture these steels, and PWHT can reduce their mechanical properties significantly.
If residual stress relief is required by the contract, the engineer of record and the steel manufacturer should be consulted. Some A514 grades can tolerate a lower-temperature stress relief (below 1000°F / 538°C), but this must be validated against the specific grade and heat of steel. Applying standard PWHT to A514 without engineering review is one of the more consequential procedural mistakes in structural shop practice.
Summary: What Your WPS Package Must Cover
A complete A514/A517 WPS package under AWS D1.1:2025 must address:
- A PQR test weld on matching (or covered) base metal and thickness
- Preheat minimum from Table 3.2, tied to actual PQR test temperature
- Maximum interpass temperature of 400°F (205°C), documented as a WPS limit
- Low-hydrogen filler metal with the H-designator specified, not optional
- Heat input as an essential variable for any yield strength > 90 ksi steel
- CVN test results if fracture toughness is specified
For inspection workflows that tie these records together across multiple jobs, tracking WPS and PQR record retention requirements covers how long each document must be kept and how to organize the file for audits.
For shops ready to streamline this process, wpswelding.com/pricing shows how the WPS generator and PQR module handle high-strength steel qualifications, including auto-flagging when A514/A517 is selected to enforce PQR-backed qualification.