American Codes
homeCanadian GeneralLog-out
Plate Girder
h = in. tf = in. d0 = Girder bf = tw = in. in. in. fy = ksi Lb= in.
Moment Profile Cb = C b = 12.5 Mmax / [2.5 Mmax + 3 MA + 4 MB + 3 MC ] Mmax - absolute value of maximum moment MA - absolute value of moment at quarter point MB - absolute value of moment at centerline MC - absolute value of moment at three-quarter point M = kips-ft.
Plate Girder Design
Results kips-ft. Mc = Vc = kips
Required Shear kips V =
Review Report
in. Intermidiate Stiffeners t1 = in. ksi b1 = fy1 = a = in.