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Plate Girder
h = mm t = mm D0 = Girder b = w = mm mm mm Fu = MPa fy = MPa L0= mm
Moment Profile kN.m w2 = Mf = w 2 = 4 Mmax / [Mmax2 + 4 Ma2 + 7 Mb2 + 4 Mc2 ]0.5 <= 2.5 Mmax - maximum factored bending moment Ma - factored bending moment at one-quarter point Mb - factored bending moment at midpoint Mc - factored bending moment at three-quarter point
Plate Girder Design
Results mm kN.m Mr = anchor Vr = kN
Factored Shear kN Vf =
Review Report
mm mm D1 = Intermidiate Stiffeners t1 = Fu1 = mm MPa MPa b1 = fy1 = a = mm