UNI EN 13001-3-1 : 2013

Foreword
Introduction
1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviations
4 General
5 Proof of static strength
6 Proof of fatigue strength
7 Proof of static strength of hollow section girder joints
8 Proof of elastic stability
Annex A (informative) - Limit design shear force F[v,Rd]
        per bolt and per shear plane for multiple shear
        plane connections
Annex B (informative) - Preloaded bolts
Annex C (normative) - Design weld stresses sigma[W,Sd]
        and tau[W,Sd]
Annex D (normative) - Values of slope constant m and
        characteristic fatigue strength [delta][sigma][c],
        [delta][tau][c]
Annex E (normative) - Calculated values of limit design
        stress ranges [delta][sigma][Rd] and
        [delta][sigma][Rd,1]
Annex F (informative) - Evaluation of stress cycles (example)
Annex G (informative) - Calculation of stiffnesses for
        connections loaded in tension
Annex H (informative) - Hollow Sections
Annex I (informative) - Selection of a suitable set of crane
        standards for a given application
Annex ZA (informative) - Relationship between this European
         Standard and the Essential Requirements of EU
         Directive 2006/42/EC
Bibliography

Describes general conditions, requirements and methods to prevent mechanical hazards of cranes by design and theoretical verification.