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ANSI/ASSE Z359.6 : 2016

Current

Current

The latest, up-to-date edition.

SPECIFICATIONS AND DESIGN REQUIREMENTS FOR ACTIVE FALL PROTECTION SYSTEMS

Published date

01-01-2016

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1. Scope, Purpose, Applications, Exceptions and
    Interpretations
2. Definitions
3. Drawing, Specifications and Procedure Requirements
4. Material, Equipment and Design Requirements
5. Travel Restraint and Fall Arrest System Force
    Requirements
6. Strength Requirements
7. Clearance
8. Design Assumptions and Analytical Methods
9. System Certification
10. References
Appendices A (informative) - Commentary

Defines requirements for the design and performance of complete active fall protection systems, including travel restraint and vertical and horizontal fall arrest systems.

Committee
Z359
DocumentType
Standard
PublisherName
American Society of Safety Engineers
Status
Current
Supersedes

Standards Relationship
CSA Z259.16:21 Equivalent

ANSI/ASSE Z359.2 : 2007 MINIMUM REQUIREMENTS FOR A COMPREHENSIVE MANAGED FALL PROTECTION PROGRAM
ANSI/ASSE Z359.2 : 2007 MINIMUM REQUIREMENTS FOR A COMPREHENSIVE MANAGED FALL PROTECTION PROGRAM
UFC 3-301-01 : Change 3 UNIFIED FACILITIES CRITERIA - STRUCTURAL ENGINEERING
CSA Z259.16 : 2015 DESIGN OF ACTIVE FALL-PROTECTION SYSTEMS
FAA 3900.65 : 2014 FLIGHT STANDARDS SERVICE (AFS) FALL PROTECTION PROGRAM (FPP)
ANSI E1.39 : 2015 ENTERTAINMENT TECHNOLOGY - SELECTION AND USE OF PERSONAL FALL ARREST SYSTEMS ON PORTABLE STRUCTURES USED IN THE ENTERTAINMENT INDUSTRY
ANSI Z359.7 : 2011 QUALIFICATION AND VERIFICATION TESTING OF FALL PROTECTION PRODUCTS

ACI 318 : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
ACI 530/530.1R : 2013 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES AND COMPANION COMMENTARIES
AISC 360 : 2016 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
ASCE 7 10 : 2010 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
CSA Z259.16 : 2015 DESIGN OF ACTIVE FALL-PROTECTION SYSTEMS
ASTM E 8/E8M : 2016-09 TEST METHODS FOR TENSION TESTING OF METALLIC MATERIALS

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