🔩 ASME B18.2.6-2010 is the comprehensive standard for the fastener system of steel-structure connections, covering complete general and dimensional data for five inch-series structural fastener products. By bringing bolts, nuts, washers, and tension-indicating devices into one system, it serves as the authoritative reference for the design, procurement, erection, and inspection of structural connections. All dimensions are in inches unless otherwise stated and apply to unplated or uncoated product.
💡 B18.2.6’s unique value is “one standard covering one complete connection system”: bolts, nuts, washers, and tension indicators are dimensioned with the same logic, guaranteeing compatibility and proper matching of every component in a high-strength bolted joint.
1. The Five Products Covered 📌
The Standard covers dimensional data for the following five structural fastener products:
- Heavy Hex Structural Bolts: ASTM A 325 and ASTM A 490.
- Heavy Hex Nuts: ASTM A 563 and ASTM A 194.
- Hardened Steel Washers: circular, circular clipped, and beveled — ASTM F 436.
- Compressible Washer-Type Direct Tension Indicators (DTI): ASTM F 959.
- Twist-Off-Type Tension Control Structural Bolts: heavy hex and round head configurations — ASTM F 1852 and ASTM F 2280.
⚠️ The dimensional data do not imply that all products described are stock production sizes; consumers should consult suppliers about the list of available stock production sizes before specifying uncommon sizes.
2. Dimensions and Units 📏
The opening sections of the Standard set out the dimensional conventions:
- All dimensions are in inches unless otherwise stated, and apply to unplated or uncoated product; where plating or coating is specified, finished dimensions are as agreed between supplier and purchaser.
- Symbols specifying geometric characteristics are per ASME Y14.5.
- Options are at the discretion of the supplier unless otherwise agreed in the purchase order.
- Terminology refers to ASME B18.12; referenced standards (e.g., ASME B1.1, B1.2, B1.3, B18.2.1, B18.2.2) take their most recent issue at time of order placement.
| Product |
Material spec |
Typical sizes |
Main use |
| Heavy hex structural bolts |
ASTM A 325 / A 490 |
1/2–1-1/2 in. |
Bearing- and slip-critical joints |
| Heavy hex nuts |
ASTM A 563 / A 194 |
Matches bolts |
Locking for high-strength bolts |
| Hardened washers (circular/clipped/beveled) |
ASTM F 436 |
Beveled 1:6 slope |
Bearing protection, slope correction |
| Direct tension indicators (DTI) |
ASTM F 959 |
Bumped washers |
Visual bolt tension verification |
| Twist-off tension control bolts |
ASTM F 1852 / F 2280 |
Heavy hex/round head |
Fast, reliable preload erection |
3. Heavy Hex Structural Bolts and Mating Nuts 🔧
The Standard specifies, in turn:
- Heavy hex structural bolts (Table 1): width across flats, head height, thread length for each nominal diameter; Table 2 gives maximum grip gaging lengths and minimum body lengths to match thread and grip.
- Heavy hex nuts (Table 3): thickness and across-flats for structural use, with nut grades matched to bolt strength (e.g., Grade 2H).
- Hardened steel washers (Tables 4, 5): dimensions of circular and circular-clipped washers plus beveled washers with a 1:6 slope in thickness, used to compensate flange slope.
🚨 Structural bolting must use heavy hex nuts and hardened washers matched to the bolt’s strength grade. Never substitute regular nuts or unhardened washers — this causes bearing-surface indentation, preload loss, and even joint failure.
4. Direct Tension Indicators and Twist-Off Bolts 📏
- Direct tension indicators (Table 6): compressible washers with raised protrusions. As the bolt is tightened, the protrusions flatten; checking the gap with feeler gages shows whether the required preload has been reached — a simple and reliable tension-control means.
- Twist-off tension control bolts (Table 7): the bolt tail ends in a splined “point”; during tightening with a special wrench, the spline shears at a groove once the design preload is reached, providing both tension control and tamper evidence. The Standard specifies the groove diameter (Figure 1) and body/thread dimensions.
5. Engineering Practice Essentials 🛠️
- 🔍 Selection workflow: establish joint type (slip-critical vs. bearing) and design preload → select bolt grade (A325/A490) and size → match heavy hex nuts and hardened washers → choose tension-control method (torque, turn-of-nut, DTI, or twist-off).
- 🔧 Preload control: with DTI, check gap acceptance values per ASTM F 959; for twist-off bolts, the sheared spline indicates preload, but random verification is still required.
- 📊 Erection notes: slip-critical faying surfaces need slip treatment and timely tightening; use beveled washers on sloped flanges to keep the nut bearing face perpendicular to the bolt axis.
- 📋 Inspection: verify dimensions per the Standard’s tables, materials per the ASTM specs, and sample-check torque/tension of high-strength bolt assemblies.
6. Frequently Asked Questions ❓
❓ Q: What is the difference between A325 and A490 bolts?
A: A325 is a medium-strength structural bolt (roughly grade 8.8 equivalent) and the most widely used; A490 is a higher-strength structural bolt (roughly 10.9+ equivalent) for heavier loading, with stricter nut/washer compatibility limits.
❓ Q: How can a DTI verify preload?
A: After tightening, check the gap at the protrusions with standard feeler gages against the maximum allowable gap per ASTM F 959; meeting the gap confirms that the bolt reached the specified minimum tension.
❓ Q: Does a sheared spline on a twist-off bolt guarantee acceptance?
A: The spline shearing at design preload is an important qualification indicator, but a percentage of bolts must still be sample-checked for tension/torque, and premature shearing must be investigated.
🔍 Q: Why are beveled washers needed on slopes?
A: Structural flanges often have a slope of about 1:6; installing a nut directly would tilt the bearing face relative to the bolt axis and create eccentric load. A beveled washer (1:6) compensates the slope for centered loading.