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Carbon steel accounts for the overwhelming majority of hexagon screws produced globally — and for good reason. Its combination of high tensile strength, machinability, and cost efficiency makes it the default choice across construction, automotive, machinery, and structural assembly. Unlike stainless steel, carbon steel can be heat-treated to achieve a much wider range of hardness levels, allowing manufacturers to tailor mechanical properties to the specific demands of each application.
The carbon content itself — typically ranging from 0.15% to 0.60% — is the primary factor governing a screw's hardness, ductility, and weldability. Low-carbon grades (below 0.25%) offer excellent formability and are used where moderate clamping force is sufficient. Medium-carbon grades (0.25%–0.60%) are the workhorses of the fastener industry, routinely heat-treated to achieve Grade 8.8 or higher performance in demanding structural joints.
One important trade-off is corrosion resistance. Carbon steel without surface treatment will oxidize in humid or outdoor environments. This is not a flaw to avoid, but a design constraint to engineer around — selecting the appropriate coating, plating, or material upgrade is a standard part of specifying carbon steel hexagon screws for outdoor or wet conditions.

Hexagon screws are graded by their mechanical performance, not by their raw material composition alone. For carbon steel fasteners, the two most widely referenced systems are the ISO metric property class system (used in most of the world) and the SAE grade system (dominant in North America).
| ISO Property Class | SAE Equivalent | Min. Tensile Strength | Typical Application |
|---|---|---|---|
| 4.6 | SAE Grade 2 | 400 MPa | Light assemblies, non-structural joints |
| 8.8 | SAE Grade 5 | 800 MPa | Structural steel, machinery, automotive |
| 10.9 | SAE Grade 8 | 1040 MPa | High-load joints, heavy equipment, flanges |
| 12.9 | — | 1220 MPa | Critical aerospace and precision engineering |
Grade 8.8 is the most widely specified carbon steel hex screw in industrial procurement, offering a well-balanced combination of strength and ductility at a competitive price point. Grade 10.9 is used when joint preload requirements exceed what 8.8 can reliably deliver — common in flanged pipe connections, engine mounting, and heavy structural brackets. Specifying a higher grade than necessary is rarely beneficial and can introduce brittleness risks if the material is over-hardened.
Bare carbon steel corrodes rapidly in the presence of moisture and oxygen. Surface treatment is therefore not optional for most applications — it is a core part of the fastener specification. The right coating choice depends on the exposure environment, required service life, and whether electrical conductivity or paint adhesion are factors.
Note that hydrogen embrittlement is a genuine risk with electroplated high-strength fasteners. ISO 4042 and ASTM F1941 mandate baking (typically 190°C for 4–24 hours) after electroplating for screws with tensile strength above 1,000 MPa to drive out absorbed hydrogen before it causes delayed fracture.
Correct torque application is arguably more important than fastener selection itself. An under-torqued hex screw will lose clamp load under vibration; an over-torqued one risks yielding or fracturing the shank. Target clamp load — not torque — is the true design goal, but torque remains the most practical proxy on the assembly floor.
Torque values are highly sensitive to the friction coefficient of the bearing surfaces and thread flanks. A dry, unlubricated carbon steel screw and nut pair will behave very differently from the same fastener lightly oiled or wax-coated. Most published torque tables assume a friction coefficient (µ) of approximately 0.12–0.14 for lightly oiled steel-to-steel contact. If your assembly uses a different lubricant, dry condition, or anti-seize compound, torque values must be recalculated accordingly.
As a general guideline for Grade 8.8 carbon steel hex screws under lightly oiled conditions:
For safety-critical or high-cycle applications, torque-angle tightening or direct tension indicators (DTIs) provide more reliable joint preload than torque wrenches alone. In structural steel construction, EN 1090 and AISC 360 specify approved tightening methods for high-strength hex bolts in slip-critical connections, including snug-tight plus turn-of-nut procedures as an alternative to calibrated wrench torquing.
Carbon steel hexagon screws are manufactured to a range of international dimensional standards. ISO 4017 (full-thread hex screw) and ISO 4014 (partial-thread hex bolt) are the most widely referenced globally, governing head dimensions, thread tolerance, and shank geometry for metric fasteners. DIN 931 and DIN 933 — the predecessor German standards — remain in widespread use by legacy procurement specifications, though they are functionally near-identical to their ISO equivalents.
In North America, ASME B18.2.1 governs inch-series hex cap screws, with thread forms conforming to the Unified National Coarse (UNC) or Fine (UNF) series. Thread pitch selection between coarse and fine is a recurring specification decision:
Head-to-wrench size compatibility is another practical concern. ISO and DIN hex screws follow different across-flat (AF) conventions for certain sizes — notably M10 and M12 — which can cause tool compatibility issues on mixed-standard production lines. Confirming AF dimensions against the applicable standard before tooling up for high-volume assembly prevents costly rework.
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