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        Standard Specification for Permanent Metal Railing Systems and Rails for Buildings (Includes all amendments And changes 8/16/2017).
          Automatically translated name:
          Standard Specification for Permanent Metal Railing Systems and Rails for Buildings        
      
STANDARD published on 1.6.2000
    
        Designation standards: ASTM E985-00e1
                
                
                
                Note:    WITHDRAWN
               
                Publication date standards:  1.6.2000
                  SKU:  NS-48700
          The number of pages: 5
Approximate weight : 15 g (0.03 lbs)
        Country:          American technical standard
        Category: Technical standards ASTM
        
                
              
Keywords:
buildings, deflections, design, guardrail systems, hand-rail systems, loads, railing systems (metal), rails, residual deflections, stair-rail systems, tests, transfer rail systems, ICS Number Code 91.060.30 (Ceilings. Floors. Stairs)
| 1. Scope | ||||||||
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 1.1 This specification describes permanent metal railing systems (guard, stair, and ramp-rail systems) and rails (hand, wall, grab, and transfer rails) installed in and for agricultural, assembly, commercial, educational, industrial, institutional, recreational, and residential buildings. 1.2 This specification is intended to be applied to permanent metal railing systems for buildings and to such railing systems and rails having major structural components made of metal, with their secondary components made of metal or other materials such as wood, plastics, and glass. 1.3 This specification considers that today's and tomorrow's overall outlook is based on the health and safety of all potential users of buildings. The criteria incorporated in this specification provide for normal and anticipated building uses, but not for abuses for which the building and its components are not designed. 1.4 This specification establishes basic minimum requirements and criteria that lead to satisfactory products under normal use conditions and does not give consideration to design criteria for specific field conditions, the establishment of which is the prerogative and responsibility of the designer, specification writer, and code agencies. 1.5 Sources of supportive information are listed in the Reference section (1-28)  | 
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| 2. Referenced Documents | ||||||||
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