锚索张拉预紧力应控制在()。
A、80~100KN
B、50~80KN
C、30~50KN
参考答案:A
3.As the years passed, many occasions--- birthdays, awards, graduations ____ with Dad’s flowers.
A.are marked
B.were marked
C.have marked
D.had marked
58~59 有一矩形截面剪力墙,总高H=50m,bW=250mm,hW=6000mm,抗震等级二级。纵筋 HRB335级,fy=300N/mm2,箍筋HPB235级,fy=210N/mm2,C30,fc=14.3N/mm2,f(下标= 1.43N/mm2,ξb=0.55,竖向分布钢筋为双排,墙肢底部截面作用有考虑地震作用组合的弯矩设计值m=18000kN·m,轴力设计值N=3200kN。
计算纵向钢筋(对称配筋),下列()项接近。
A.3876mm2
B.3750mm2
C.3680mm2
D.4050mm2