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End Plate for Vertical Bracing and Beam
Review Report
Bracing a = Shape Designation
Results factor
Bolts for Bracing d0 = mm mm mm e = n = g0 = p = mm
Forces kN Pf = Vf = Cf = kN kN
Gusset Plate tp = mm
Beam and Column Beam Column
Welding w0 = mm w8 = mm
Bolts for End Plate de = mm ee = dt = mm mm ng = nb = ge = mm pg = mm pb = mm
End Plate we = mm te = mm
Material Fy = MPa Fy2 = MPa Fu = MPa Fyp = MPa Fup = MPa Fub = MPa
If end plate bolted to the web of column, please consider transfer forces of above connection and those of the adjacent bay, and check the column web at www.webcivil.com/webconten.aspxFor shear force at the end of beam, upward is positive, downward is negative, components on the beam from other vertical bracing should be considered Notes:For axial force at the end of beam, tension is positive, compression is negative, components on the beam from horizontal bracings and other vertical bracing should be considered For axial force of this vertical bracing, tension is positive, compression is negative End Plate for Vertical Bracing and Beam