Momento esperado na face do pilar

Moment expected at the face of the column

M_{f} = M_{pr} + M_{extra}

M_{f} = M_{pr} + \frac{(V_{pr} + V_{g})}{S_{h}}

M_{f} = 12650 kip \cdot in + \frac{98.8 kips}{22.50 in}

M_{f} = 14872 kip \cdot in

M_f	Moment expected at the face of the column
M_pr	Probable maximum moment at the plastic hinge location
M_extra	Extra moment from the shear force at the plastic hinge location
V_pr+ V_g	Shear forces at the plastic hinge location
S_h	Distance from the face of column to the plastic hinge location

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