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ATS-SBC Rod-to-Steel-Beam Connector

URS Run Starts

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The rod-to-steel-beam connector (ATS-SBC) features a preattached high-strength steel threaded rod and weldable plate for use on projects where the run is to be anchored to steel beams. The SBC is pre-assembled as a single unit, saving contractors installation time and cost. The design of the steel beam and the stiffeners are the responsibility of the designer.

Material

  • Plate — ASTM A572 Grade 50
  • Threaded Rod: Standard Strength (ATR) — ASTM F1554 Grade 36
    High-Strength (ATS-HSR)
    Up to 1" diameter — ASTM A449
    Greater than 1" diameter — ASTM A193 B7 or F1554 Grade 105

Related Literature

Strong-Rod® Systems Seismic and Wind Restraint Systems Guide
F-L-SRS21
A design guide explaining how to specify Strong-Rod anchor tiedown systems for shearwall overturning restraint and the uplift restraint system for roofs.
Flier
Rod-to-Steel-Beam Connector (ATS-SBC)
T-L-SBC24
A technical bulletin for the rod-to-steel-beam connector (ATS-SBC).
Technical Bulletin

Load Tables

Rod-to-Steel-Beam Connector (SBC)

Model No. Rod Diameter (in.) 3,4 Rod Height (in.) Rod-to-Beam Plate Size (in.) Fillet Weld Size (in.) Total Weld Length (in.)2 Allowable Tension Load (lb.)1,5
Length Width Thickness
Standard Strength Rods
ATS-SBC7 7/8 12 3 3 3/4 1/4 5 13,080
ATS-SBC9 1 1/8 3 3 1 5/16 5 21,620
High Strength Rods
ATS-SBC5H 5/8 12 3 3 3/4 1/4 5 13,805
ATS-SBC6H 3/4 3 3 1 5/16 5 19,880
ATS-SBC8H 1 3 3 1 1/4 5/16 10 35,345
ATS-SBC10H 1 1/4 5 3 1 1/2 5/16 14 57,525
ATS-SBC11H 1 3/8 6 3 1 3/4 5/16 16 69,605
ATS-SBC12H 1 1/2 7 3 1 3/4 5/16 18 82,835
  1. Allowable loads are for SBC only. No further increase in allowable load is permitted.
  2. The weld length for the ATS-SBC7, ATS-SBC9, ATS-SBC5H and ATS-SBC6H requires only two opposing sides of the plate to be fully fillet welded full length less a 1/4" holdback from each of the edges. For the ATS-SBC8H up to the ATS-SBC12H, all four sides must be fillet welded full length less a 1/4" holdback from each of the edges.
  3. All fillet welds, FEXX, to be greater than or equal to 70 ksi and to follow geometry and standards per AISC 360-16 and AWS 2017. Prepare base materials in accordance with AWS D1.1.
  4. For purposes of coupling on to the rod above, the ATS-SBC threaded rod specification is UNC Class 2A, in accordance with ANSE/ASME B1.1
  5. A minimum flange thickness of 0.258" is required for the structural steel beam.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

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