柱面所需的抗剪强度
|
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 |
此梁的净跨，Lcf = Lbeam - dc = 360.0 英寸 - 15.2 英寸 = 344.8 英寸 |