Summary Report for sample "Ricles-ATLSS0413-SPEC3-W"

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General Information

  • Specimen identification according to official publication: Ricles-ATLSS0413-SPEC3-W

Test Configuration and Connection Type

  • Test configuration:
  • Beam-to-column connection type: RBS

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  • Pre-Northridge connection type: No
  • Load control type: displacement

Subassembly Geometry

  • Beam size: W36x150
  • Column size: W27x194
  • Beam length to centerline of column (BLE) : 177.0 in
  • Beam effective length from load or support point to idealized plastic hinge location (section of maximum curvature): 140.44 in
  • Column length to centerline of the beam (CLC): 78.00 in
  • Column effective length from load or support point to idealized plastic hinge location (section of maximum curvature): 60.06 in

Material Properties

  • Material designation: A992Gr.50
  • Nominal yield stress: 50 ksi
  • Yield stress based on mill certificate (Fym): 57.1 ksi
  • Measured yield stress of flange (Fyf): 53.0 ksi
  • Measured yield stress of web (Fyw): 57.4 ksi
  • Measured ultimate stress of flange (Fuf): 73.7 ksi
  • Measured ultimate stress based on mill certificate (Fum): ksi
  • Measured ultimate stress of web (Fuw): ksi

Lateral Bracing

  • Type of lateral support: lateral braces
  • Distance at which lateral support restrains the top flange of the beam: 164.5 in
  • Distance at which additional lateral support restrains the top flange of the beam 54_ 120 in
  • Distance at which lateral support restrains the bottom flange of the beam: 164.5 in
  • Distance at which additional lateral support restrains the bottom flange of the beam: 0

Panel Zone Geometry

  • Thickness of welder stiffeners at the panel zone: 1.000 in
  • Are doubler plates welded in the panel zone? : Yes

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