ASTM E985 PDF

A number in parentheses indicates the year of last reapproval. A superscript epsilon e indicates an editorial change since the last revision or reapproval. Scope 1. The criteria incorporated in this speci? Referenced Documents 2.

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A number in parentheses indicates the year of last reapproval. A superscript epsilon e indicates an editorial change since the last revision or reapproval. Scope 1. The criteria incorporated in this speci?

Referenced Documents 2. Current edition approved March 10, Published May Originally published as E — Last previous edition E — Request RR:E Terminology 3. Design Requirements 4. When variations in the evenness of the? When a stair-rail system is higher than 0. The vertical clearance between the handrails shall be at least 9 in. The members shall be arranged to discourage climbing. The top of the toe board shall not be less than mm 4 in. The hardware chosen for attaching handrails to balusters or walls shall be such that projecting lugs, devices, or other construction elements shall have no sharp edges or dangerous protrusions.

Wall handrails at stairs and ramps and other handrails that are not continuous shall be extended horizontally for a distance of at least mm 2 12 in. The handrail shall project no more than 89 mm 31? The vertical clearance in a recess shall be in accordance with the provision in 4.

The hardware chosen for attaching the transfer rails shall be such that projecting lugs, devices, or other construction elements shall not interrupt the continuous sliding of arm or hand or catch loose clothing. The transfer rails, including their fasteners, shall have no sharp edges or dangerous protrusions. The transfer rail top surface shall not be abrasive.

Design Considerations 6. Railing systems and rails are usually not provided at the landing side of loading docks and where the vertical distance between adjacent levels is 0. In different environments and for different applications, these building elements serve different purposes; therefore, the design and performance requirements vary.

Applicable building speci? Minimum Criteria for Static Loads and De? The horizontal and vertical loadings as well as the concentrated and uniformly distributed test loads shall not be applied concurrently. The exceptions to these test loads are indicated in 7. The test loads are applicable for railing systems with supports not more than 2. When subject to impact or panic loading, the designer shall evaluate the system for increased test-load requirements.

If an end post is not included in the rail system to be evaluated, the load shall be applied at the midspan of the rail system. Product Condition 8. Keywords 9. Edited reprint 8 pp. The American Society for Testing and Materials takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard.

Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

This standard is subject to revision at any time by the responsible technical committee and must be reviewed every? Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend.

If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below. Individual reprints single or multiple copies of this standard may be obtained by contacting ASTM at the above address or at phone , fax , or service astm.

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Standard Specification for Permanent Metal Railing Systems and Rails for Buildings

Powered by mwForum 2. Not logged in American Welding Society Forum. By yojimbo Date Couldn't decide which formum was most approriate, hopefully this might get some traffic and answers. A google search has provided web pages offering to sell the relevent information, but I can likely locate them at the university engineering library. Is anyone familiar with these codes? I am trying to determine if they require the fabricator to provide engineering and or testing for the railings.

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