Bolt Pattern Calculator — mm, kN

Bolt diameter in mm · Grade 8.8 / 10.9 · Shear, tension & slip-critical capacity
EN 1993-1-8 (Eurocode 3)
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How to use this calculator

Choose a bolt pattern layout (circular or rectangular), select bolt size (M12–M30), grade, and connection type. The calculator computes individual bolt capacity and total pattern capacity in shear and tension per EN 1993-1-8. Results update instantly with an SVG plan view.

Grades — 8.8 (fub=800 MPa) and 10.9 (fub=1000 MPa).
Connection type — Bearing (Category A/D), slip-critical (Category B/C, μ=0.4), or tension (Category D/E).

Grade 8.8 Grade 10.9 M12 to M30 Circle & grid
Pattern Layout
mm
Center-to-center across the bolt circle
bolts
Single shear = 1, double shear = 2
Bolt Pattern Diagram
Price
Results
Pattern Geometry
Total Bolts
pcs
Pattern Width
mm
Pattern Height
mm
Tensile Area (As)
mm²
Total Bolt Area
mm²
Individual Bolt Capacity
Shear (Fv,Rd)
kN
Tension (Ft,Rd)
kN
Pattern Capacity
Total Shear Capacity
kN
Total Tension Capacity
kN

Saved Calculations

TimePatternBoltsGradeShear kNTension kNCost
No saved calculations

How to Calculate Bolt Pattern Capacity (Eurocode)

This calculator determines shear and tension resistance of bolt groups per EN 1993-1-8. Select the bolt size (M12–M30), property class (8.8 or 10.9), connection category, and pattern layout. The calculator uses tensile stress area As and partial safety factor γM2=1.25 for resistance calculations.

Formulas

Shear (through threads): Fv,Rd = 0.6 × fub × As / γM2. Shear (through shank): Fv,Rd = 0.6 × fub × A / γM2. Tension: Ft,Rd = 0.9 × fub × As / γM2. Slip-critical: Fs,Rd = ks × n × μ × Fp,C / γM3, where Fp,C = 0.7 × fub × As.

FAQ

What tensile stress area is used? The calculator uses standard tensile stress areas per ISO 898-1: M12=84.3, M16=157, M20=245, M22=303, M24=353, M27=459, M30=561 mm².

What is the difference between categories? Category A: bearing in shear. Category B: slip-critical at serviceability. Category C: slip-critical at ULS. Category D: tension (non-preloaded). Category E: tension (preloaded).

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

Civil Engineer · 15+ yrs · structural design, geotechnics. Full bio →