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3D Render American Canadian GeneralIm-Export
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Beam or Column Splice Design
Review Report
left Column or Beam right
Results factor
Flange Bolts gf = mm mm mm pf = rf = ef =
Web Connection Plates tb = mm wb = mm Lb = mm
Loading Mf = kN.m Cf = kN Vf = kN
Flange Connection Plates tf = mm Lf = mm wf = mm
Web Bolts gb = mm mm mm pb = rb = cb = eb0 = eb = mm
Material member Fy = MPa MPa MPa MPa MPa member Fu = plate Fyp = plate Fup = bolt Fub = bolt d0 = mm
Beam or Column Splice Design