Required shear strength at the face of the column
Vu |
Required shear strength at the face of the column |
Vpr |
Shear required to produce the maximum probable moment at the plastic hinge location |
Vg (at face of column) |
Shear from gravity loads at the face of the column |
wu |
Gravity loads on the beam |
Lcf |
Clear length of the beamLcf = Lbeam - dc = 360.0 in - 15.2 in = 344.8 in |