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 beam Lcf = Lbeam - dc = 360.0 in - 15.2 in = 344.8 in
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Required Shear Strength at Column Face
Required shear strength at the face of the column
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