Valsts valodas centra izstrādātie inženierzinātņu, tehnikas, rūpniecības un būvniecības un arhitektūras termini

Konteksts: [..] If the characteristic tension load acting on the anchorage is NSk = 30 kN and the anchors are located in the tension zone of the concrete member the splitting forces shall be taken up by reinforcement. As a first indication for anchors according to current experience the ratio between splitting force FSp,k and the characteristic tension load NSk or NRd (displacement controlled anchors) respectively may be taken as FSp,k = 1 .5 NSk torque-controlled expansion anchors (Part 2) = 1.0 NSk undercut anchors (Part 3) = 20 NRd deformation-controlled expansion anchors (Part 4) = 0.5 NSk bonded anchors (Part 5) [..]
Avots: ETAG 001 Edition 1997 Guideline for European Technical Approval of metal anchors for use in concrete. Annex C: Design methods for anchorages. Amended October 2001