某钢筋混凝土矩形截面梁，截面尺寸为500mm×500mm，计算跨度l₀为6.3m，跨中有一短挑梁(见图2-7)，挑梁上作用有距梁轴线400mm的集中荷载P=250kN，梁上的均布荷载设计值(包括自重)g=9kN/m，混凝土为C25，纵筋采用HRB400钢筋，箍筋采用 HRB335钢筋。截面有效高度h₀=465mm。

设箍筋间距s=100mm，形式为双肢箍，支座截面弯矩设计值M=226.640kN·m，剪力设计值V=153.35kN，扭矩设计值T=50kN·m，W_t=41666667mm³。已知截面满足规范的要求，则按支座截面计算的截面抗剪箍筋面积最接近于（）mm²。

提示：按集中荷载下的剪扭构件计算，剪跨比λ=3。

A．64

B．85

C．94

D．107

On the number line above, the segment from 0 to 1 has been divided into fifths, as indicated by the large tick marks, and also into sevenths, as indicated by the small tick marks. What is the least possible distance between any two of the tick marks