Résistance au cisaillement requise à la face de la colonne
|
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 |
Longueur libre de la poutre, Lcf = Lbeam - dc = 360,0 in - 15,2 in = 344,8 in |