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Support CenterKnowledge Base ArticlesBolt bearing distances for Eurocode
Advanced analysis types for your steel structures
Bolts are too close to plate edge
Traffic lights for forces in bolts
Prying and high tension force in bolts
Bolt force distribution in end-plate beam-to-column connection
Bolt shear force calculated per shear plane
Bolt bearing distances for Eurocode
Warnings for welds and bolts connecting the same plates
Slip resistance check update according to SP 16
Detailing improvements for bolts and welds in Eurocode
Angle to the grain of the steel-to-timber connections
Filler plate (packing plate) recognition
Code-check of bolts and preloaded bolts (EN)
Code-check of bolts and preloaded bolts (AISC)
Code-check of bolts and preloaded bolts according to Canadian standards
Code-check of bolts and preloaded bolts according to Australian standards
Code-check of bolts and preloaded bolts according to Chinese standard
Code-check of bolts according to Hong Kong Code
Code-check of bolts and preloaded bolts according to Hong Kong Code
Code-check of bolts according to Indian standard
Code-check of preloaded bolts according to Indian standards
Code-check of bolts and preloaded bolts according to Russian standards
RN 20.1: Bolt bearing distances for Eurocode
SteelConnection designMember designKnowledge baseBolts

Bolt bearing distances for Eurocode

This article is also available in
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The new version brings an improved algorithm for calculating the bolt spacing (p1; p2), end (e1), and edge (e2) distances for the Eurocode bearing check. This improvement is mostly relevant for general plate geometries, plates with openings, cutouts, etc.

The algorithm reads the real direction of the resulting shear force vector in a given bolt and then calculates the distances needed for the bearing check.

The end (e1) and edge (e2) distances are determined by dividing the plate contour into three segments. The "end segment" is indicated by a 60ยฐ range in the direction of the force vector. The "edge segments" are defined by two 65ยฐ ranges perpendicular to the force vector. The shortest distance between a bolt and an edge in the relevant segment is then taken as an end, or edge distance.

The algorithm evaluates all plates connected by the boltโ€”the connecting plates (e.g., a splice plate), the member plates (e.g., a top flange), and the shortest distance is used.

Bolt bearing distances (EN)

The spacing distances between bolt holes (p1; p2) are determined by virtually enlarging the surrounding bolt holes by half their diameter, then drawing two lines in the direction and perpendicular to the shear force vector. When these lines intersect with virtually enlarged bolt holes, then the distances to these bolts are considered as p1 and p2 in the calculation.

If the lines don't intersect with the visually closest bolt (even though the line misses the bolt closely), this bolt is neglected. If the lines don't intersect with any bolt, an infinite value is used.

Bolt bearing distances (EN)

Available in Expert and Enhanced editions.

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