λa cv f t (N/mm 2)
b(mm)h 0(mm)f yv (N/mm 2)A sv (mm 2)
s(mm)30.43750000010030.43750
100
30.437530.437530.437530.437530.43753
0.4375
非预应力,仅配置箍筋,无弯起钢筋时:《装规》6.5.1中:受弯构件的斜截面受剪承载力设计值(混规6.
V mua =V cs =a cv *f t *b*h 0+f yv *A sv *h 0/s
η
j
V mua ηj *V mua
≤V uE
1.200≤V mua (N)
1.200≤0 1.2
≤
混规6.3.4)
*A sv *h 0/s
η