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ASTM A514 Grade Q

High-yield-strength quenched-and-tempered alloy structural steel plate · ASTM A514/A514M-22 · ASTM A6/A6M, current edition as invoked by A514/A514M · ASTM A370

ASTM A514 Grade Q is the nickel-chromium-molybdenum-vanadium chemistry variant of A514 quenched-and-tempered structural plate. It is notable for retaining the A514 strength class through the specification's full 6 in. [150 mm] thickness range: 100 ksi [690 MPa] minimum yield strength through 2.5 in. [65 mm], falling to 90 ksi [620 MPa] above that thickness. Grade Q is weldable with suitably controlled procedures, but neither notch toughness nor generic low-temperature suitability is guaranteed unless the required impact testing is explicitly ordered.

Overview

Designation system
ASTM grade within ASTM A514/A514M
Product forms
Structural-quality steel plate, Floor plate, subject to the applicable ASTM A6/A6M provisions and mechanical-test exceptions
Condition
Quenched and tempered, By special order, supplied stress relieved without final quenching and tempering for subsequent purchaser heat treatment
Density
7850 kg/m³ (Representative engineering value for alloy steel; density is not a grade requirement in ASTM A514/A514M.)

What the designation means

A514/A514M is a plate specification based on high strength obtained by quenching and tempering. The letter Q does not denote a separate strength class or quality level; it identifies one of the permitted alloy chemistries. The tensile requirements are common to the A514 specification, while the chemistry and maximum available thickness differ among letter grades. Grade Q uses substantial nickel, chromium and molybdenum additions, together with vanadium, to provide the hardenability needed for plate through 6 in. [150 mm].

The specification applies to structural-quality plate intended primarily for welded and non-welded structures. It does not define bar, structural shape, tube, pipe, forging or casting products, and it is not a pressure-vessel plate specification. General requirements for dimensions, tolerances, testing, marking, certification and supplementary options are supplied by ASTM A6/A6M unless A514/A514M states otherwise.

ASTM treats inch-pound and SI values as separate standard systems. An order should use one system consistently rather than converting and combining limits from both systems.

Grade Q chemistry and metallurgical basis

ASTM A514/A514M-22 heat-analysis requirements for Grade Q
ElementRequired composition, mass %
Carbon0.14–0.21
Manganese0.95–1.30
Phosphorus0.030 max
Sulfur0.030 max
Silicon0.15–0.35
Nickel1.20–1.50
Chromium1.00–1.50
Molybdenum0.40–0.60
Vanadium0.03–0.08
TitaniumNo specified requirement
ZirconiumNo specified requirement
CopperNo specified requirement
BoronNo specified requirement
Niobium/columbiumNo specified requirement

These are heat-analysis limits. Product analysis is required for specification conformance only when ordered under the applicable ASTM A6/A6M supplementary requirement, with its permitted product-analysis tolerances.

The steel must be killed and meet the fine-austenitic-grain-size provisions of ASTM A6/A6M. Nickel supports toughness and through-thickness response; chromium and molybdenum increase hardenability and tempering resistance; vanadium contributes precipitation strengthening and grain-control effects. The resulting strength is therefore inseparable from the specified quench-and-temper cycle.

A514/A514M does not impose a maximum carbon-equivalent value for Grade Q. Weld-procedure decisions should therefore use the actual certified heat analysis, not only the broad specification limits. Combining every maximum alloy limit into a theoretical carbon equivalent is excessively conservative and does not represent a normal production heat.

Heat treatment and preservation of properties

Specified heat-treatment route
StageASTM requirement or consequence
AustenitizingHeat to not less than 1650 °F [900 °C].
QuenchingQuench in water or oil.
TemperingTemper at not less than 1150 °F [620 °C].
ReportingThe heat-treatment temperatures are reported on the test report.
Special untreated orderIf ordered without the specified treatment, the manufacturer stress relieves the plate and the purchaser becomes responsible for subsequent heat treatment to meet A514/A514M.
RetreatmentThe manufacturer may re-heat-treat nonconforming plate, after which all required mechanical tests are repeated.

Heating rates, hold times and exact quench and temper temperatures are producer-controlled parameters needed to achieve the specified properties.

The delivered microstructure is normally tempered martensitic or martensitic-bainitic, with the exact balance depending on section size and mill processing. Thick plate has a less severe effective quench at its center than thin plate, which is why the minimum yield and tensile strengths decrease above 2.5 in. [65 mm].

Any fabrication operation involving substantial reheating can change the qualified condition. Hot forming, high-temperature flame straightening, prolonged stress relief or postweld heat treatment should not be assumed acceptable merely because the steel was originally tempered at 1150 °F [620 °C] or above. The actual temperature-time cycle and required final properties must be evaluated. A514/A514M permits purchase-order testing of specimens subjected to additional thermal cycles intended to simulate later fabrication treatment.

Mechanical requirements and test interpretation

Tensile and hardness requirements
Thickness rangeTensile strengthMinimum yield strengthBase elongation in 2 in. [50 mm]Transverse elongation allowanceReduction of areaBrinell hardness
To 3/4 in. incl.; SI route to 20 mm incl.110–130 ksi [760–895 MPa]100 ksi [690 MPa]18%16% after permitted two-point reduction40% on 1.5 in. [40 mm] wide specimen; 35% transverse235–293 HBW
Over 3/4 to 2.5 in. incl.; SI route over 20 to 65 mm incl.110–130 ksi [760–895 MPa]100 ksi [690 MPa]18%16% after permitted two-point reduction40% wide rectangular or 50% on 0.5 in. [12.5 mm] round specimen; transverse minima 35% or 45%No table requirement
Over 2.5 to 6 in. incl.; SI route over 65 to 150 mm incl.100–130 ksi [690–895 MPa]90 ksi [620 MPa]16%14% after permitted two-point reduction50% on 0.5 in. [12.5 mm] round specimen; 45% transverseNo table requirement

Yield is determined at 0.2% offset or 0.5% extension under load in accordance with ASTM A370. ASTM A514/A514M permits reductions of two percentage points in elongation and five percentage points in reduction of area for transverse specimens. Applicable ASTM A6/A6M elongation adjustments must also be considered.

Except for the thin-plate alternative described below, one tension test is taken from a corner of each plate as heat treated. Specimens should be removed from the plate in its heat-treated condition where possible. Separately heat-treated test pieces must be full thickness, sufficiently large to avoid edge effects, and treated similarly and simultaneously with the plate.

For plate 3/8 in. [10 mm] and under, the producer may use Brinell hardness testing on each plate instead of tension testing every plate. Two plates per lot are then tension tested; the lot is limited to material from the same heat, thickness, prior condition and scheduled heat treatment and to 15 tons [15 Mg]. The 235–293 HBW range should not be interpreted as an abrasion-resistant-steel hardness class or as a general hardness guarantee for every thicker plate.

The stated properties are specification acceptance requirements at the prescribed test conditions. They do not establish fatigue strength, fracture toughness, through-thickness properties, elevated-temperature strength, corrosion allowance or design stress.

Toughness and service qualification

Although Grade Q is generally selected where strength and useful toughness are required in heavy plate, the base A514/A514M order does not include a mandatory Charpy V-notch energy or test temperature. Descriptions such as “tough” or “suitable for cold service” are therefore not procurement requirements. For low-temperature service, dynamically loaded structures, fracture-critical components or thick welded details, the purchaser must define the required Charpy testing through the applicable ASTM A6/A6M supplementary requirement or the governing construction specification.

Information needed for a meaningful impact-test requirement
ItemWhy it matters
Test temperatureControls the point on the ductile-to-brittle transition curve at which acceptance is assessed.
Minimum energy and averaging rulesDefines individual and average acceptance values.
Specimen orientationLongitudinal and transverse results are not interchangeable.
Specimen sizeFull-size and subsize specimens require different acceptance treatment.
Sampling locationSurface, quarter-thickness and mid-thickness response can differ, especially in heavy plate.
Heat-treatment conditionTesting must represent the delivered plate and any relevant subsequent thermal cycle.
Frequency and plate traceabilityDetermines whether results represent each plate, heat-treatment lot or another defined unit.

Grade Q is not inherently a weathering steel, stainless steel or abrasion-resistant plate. Corrosion protection and wear life must be addressed separately for the intended environment.

Welding, cutting and forming

A514 Grade Q is intended to be weldable, but this means that a suitable procedure must be selected and qualified for the joint and service—not that ordinary mild-steel practice is adequate. The relatively high hardenability raises the risk of hydrogen-assisted cracking in the heat-affected zone, while excessive heat input or interpass temperature can overtemper and soften material adjacent to the weld. Procedure control should address actual heat chemistry, plate thickness, restraint, joint configuration, consumable strength and hydrogen classification, preheat, interpass temperature, heat input, ambient conditions and applicable construction code.

Practical fabrication controls
OperationEngineering concern
WeldingUse a qualified WPS and low-hydrogen practice. Select consumable strength from the design and code requirements rather than assuming that every joint requires full plate-strength matching.
Thermal cuttingControl starting temperature and cut quality, particularly in thick or highly restrained parts. Remove unacceptable hardened, cracked or gouged cut-edge material before welding.
Cold formingExpect higher forming force and springback than for conventional structural carbon steel. Bend radius and direction should follow mill guidance and qualification for the actual thickness.
Hot forming or flame straighteningPotentially changes the quenched-and-tempered microstructure. Establish an approved temperature-time procedure and verify resulting properties.
Postweld heat treatmentNot a routine default for A514. Assess tempering effects on base metal, HAZ and weld metal and perform representative testing where required.
MachiningMachinable with rigid equipment and suitable tooling, but cutting forces and tool wear are greater than for mild structural steel.
Repair weldingTreat as a controlled welding operation with documented defect removal, inspection and an approved repair procedure.

Exact preheat, interpass and heat-input limits are procedure-specific and should come from the applicable welding code, qualified WPS and plate producer guidance.

Do not qualify a welding procedure using only the designation “A514.” The A514 letter grades have different chemistries and maximum thicknesses. The WPS supporting data and material certificates should adequately represent Grade Q and the production thickness range.

Specifying and accepting Grade Q plate

Recommended purchase-order and receiving checks
Specify or verifyTechnical significance
ASTM A514/A514M edition and Grade QPrevents supply of another A514 chemistry or application of an unintended historical edition.
One unit systemASTM prohibits mixing inch-pound and SI requirements.
Dimensions, tolerances, flatness and edge conditionThese are principally governed through ASTM A6/A6M and agreed processing requirements.
Quenched-and-tempered delivery conditionConfirm heat-treatment temperatures are reported and plate identification remains traceable.
Actual heat and product analysesHeat analysis is standard; product analysis must be explicitly ordered when required.
Tension-test results and specimen orientationConfirm the correct thickness band, yield method, specimen form and permitted transverse adjustments.
Charpy V-notch requirementsState temperature, energy, orientation, specimen size, location and frequency when toughness is required.
Ultrasonic examinationOrder the applicable supplementary examination level where internal soundness is critical.
Through-thickness propertiesDo not infer Z-direction ductility from ordinary tensile results; order appropriate testing if lamellar-tearing resistance is required.
Simulated fabrication heat treatmentOrder representative thermal-cycle testing if hot forming, stress relief or another subsequent treatment is planned.
Applicable fabrication and design codeA material certificate to A514 Grade Q does not by itself demonstrate compliance with bridge, crane, building, pressure or fracture-critical project rules.
Mill and plate traceabilityMaintain heat, plate and heat-treatment identity through cutting and fabrication.

Maximum specification thickness is not the same as commercial availability. Before completing a design around very heavy Grade Q plate, confirm available thickness, width, length, flatness capability, testing options, minimum order quantity and delivery schedule with a qualified producer.

Substitution boundaries

A substitution based only on nominal 690 MPa or 100 ksi yield strength is inadequate. Approval should compare the governing product standard, maximum thickness, actual chemistry and carbon equivalent, quench-and-temper requirements, tensile range, toughness, test orientation and location, dimensional tolerances, ultrasonic quality, welding qualification and project-code acceptance. These issues are especially important when replacing Grade Q with another A514 letter grade or with an EN, CSA or proprietary 690 MPa plate.

“T-1” is widely used informally for high-strength quenched-and-tempered plate, but it originated as a proprietary trade designation and is not a reliable synonym for certified ASTM A514 Grade Q. Require the complete specification and grade on purchase documents and material certificates.

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