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ASTM A1085: HSS Design Has Never Been Easier

pdf-image-25 ASTM A1085 Flyerpdf-image-25ASTM A1085 Properties Chart

Atlas Tube is now producing ASTM A1085 HSS, a new specification that provides improved performance resulting in an easier and more cost effective HSS design. The ASTM A1085 HSS specification covers cold-formed welded carbon steel hollow structural sections (HSS) for welded or bolted construction.

*Atlas Tube charges an adder of $3/cwt ($60/ton) for A1085 over current A500 pricing – approximately 7% higher than current A500 pricing. This adder is to cover the additional material and quality control testing that A1085 requires.

ASTM A1085 HSS applications include, but aren’t limited to:

  • Buildings
  • Bridges
  • Towers
  • Cranes
  • Sign supports and poles
  • Off-shore production and drilling platforms
  • Roll-over protective structures (ROPS)
  • Falling object protective structures (FOPS)
  • Amusement rides
 

Want more information about ASTM A1085? Download our reference guide:
Download ASTM A1085 Customer Packet

ASTM A1085 Benefits and Advantages

Benefit

Tighter material tolerances and a single minimum yield stress of 50 ksi.

  • More stringent wall tolerances and the addition of a mass tolerance mean the full nominal wall thickness can be used for design of HSS. This means no longer needing to reduce the nominal wall thickness by 0.93 as prescribed in the AISC Steel Construction Manual for both member selection and connection design.
  • More area available for design and a higher min yield means that HSS are more economical and more efficient.

Maximum specified yield stress of 70 ksi.

  • The maximum yield will result in a lower expected yield strength and reduce capacity design requirements and column required strengths in seismic designs.
  • This is the only specification used in North America or Europe that limits the maximum yield stress in HSS.

Standard requirement for Charpy notch toughness.

  • New specification will require all HSS to meet a minimum CVN value of 25 ft-lb @ 40° F, which corresponds to AASHTO Zone 2.
  • Having the minimum CVN required makes HSS more suitable for use in dynamically loaded structures.

 Downloads and Industry Resources

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