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Beam or Column Splice Design
Review Report
left Column or Beam right
Results factor
Flange Bolts gf = in. in. in. pf = rf = ef =
Web Connection Plates tb = in. wb = in. Lb = in.
Loading Mr = kips-ft Pr = kips Vr = kips
Flange Connection Plates tf = in. Lf = in. wf = in.
Web Bolts gb = in. in. in. pb = rb = cb = eb0 = eb = in.
Material member Fy = ksi ksi ksi ksi ksi member Fu = plate Fyp = plate Fup = bolt Fub = bolt d0 = in.
Beam or Column Splice Design