Idea Statica
Steel
Concrete
BIM & Workflows
Support & Learning
Pricing
Company
14-Day Trial
Support CenterKnowledge BaseBolts are too close to plate edge
Advanced analysis types for your steel structures
Bolts are too close to plate edge
Prying and high tension force in bolts
Bolt shear force calculated per shear plane
Bolt bearing distances for Eurocode
Angle to the grain of the steel-to-timber connections
Code-check of bolts and preloaded bolts (AISC)
Code-check of bolts and preloaded bolts according to Canadian standards
Bolts are too close to plate edge
Connection designSteelKnowledge baseConnectionBolts

Bolts are too close to plate edge

This article is also available in
ENCSDEESFRITPTNLHURO

"Bolts are too close to plate edge or outside of the connected plate" is an error message you might receive during your steel connection modeling process. There are two most common mistakes in Manufacturing operations causing this error.

Bolts are too close to the edge of a plate

This generally means that the mesh could not be generated around the bolt’s hole as there is not enough space for it. For the bolt’s hole of a diameter d0, there must be a space greater than d0/2 between the hole’s edge and the plate’s edge. Therefore, the center of the bolt must be placed further than d0 distance from the plate’s edge.

E.g. for bolt size M16, the diameter of the hole d0 is 18 mm, and the position of the bolt must be greater than 18 mm from the edge of any plates that it intersects.

With the increased distance of the bolt from the edge, the calculation can be performed.

Bolts are not associated with the correct plate

Even though the bolts in the following figure may look as correctly placed, the error occurred. The reason is that all 8 bolts cannot be defined in one manufacturing operation, as they are connecting the stiffening plates with two different members. The left quartet connects the stiffening plates with the B1 member while the right quarter of bolts connects the stiffening plates with the B2 member.

Therefore, it is necessary to separate the bolts into two manufacturing operations. In the first step, define bolt grid GR1 of four bolts for member B1 with the appropriate position of bolts.

Copy the operation, change Member 2 to B2, and adjust the bolt positions.

Now, the bolt groups are associated with the correct plates and the calculation can be performed.

Note: To design both-sided splices efficiently, it is better to use the Splice manufacturing operation.

See the video explaining the error "Bolts are too close to plate edge".

Subscribe to our newsletter

Company

  • About us
  • Partnerships
  • Job openings
  • Patented technology for structural engineers

Resources

  • Customer projects
  • Case studies
  • IDEA StatiCa Connection Library
  • Concrete verifications

Legal

  • IDEA StatiCa END USER LICENSE AGREEMENT
  • Privacy policy
  • Terms of Services – IDEA StatiCa Viewer
  • Licensing

Help

  • Contact
  • Get price quote
  • IDEA StatiCa Specialists
  • Download the latest version
FacebookInstagramLinkedInYouTube

© IDEA StatiCa 2009-2026

Trusted and used worldwide by engineers, fabricators & consultants.