Resistenza a taglio richiesta alla faccia del pilastro
|
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 |
Lunghezza libera d'inflessione della trave, Lcf = Ltrave - dc = 360.0 in - 15.2 in = 344.8 in |