支撑压力线
2018-01-27 作者:admin 来源:网络
N:=12;
TTJ:=BARSLAST((VOL=HHV(VOL,N)));
K0:=TTJ=0;
K1:=SUMBARS(K0,1);
K2:=SUMBARS(K0,2);
K3:=SUMBARS(K0,3);
K4:=SUMBARS(K0,4);
K5:=SUMBARS(K0,5);
K6:=SUMBARS(K0,6);
K7:=SUMBARS(K0,7);
K8:=SUMBARS(K0,8);
K9:=SUMBARS(K0,9);
K10:=SUMBARS(K0,10);
C1:=REF(C,K1-1);
AA:STICKLINE(K1<=30,REF(C,K1-1)*1.002,REF(C,K1-1),10,0),coloryellow;
BA:STICKLINE(K2<=30,REF(C,K2-1)*1.002,REF(C,K2-1),10,0),colorwhite;
CA:STICKLINE(K3<=30,REF(C,K3-1)*1.002,REF(C,K3-1),10,0),colorblue;
DA:STICKLINE(K4<=30,REF(C,K4-1)*1.002,REF(C,K4-1),10,0),colorblue;
EA:STICKLINE(K5<=30,REF(C,K5-1)*1.002,REF(C,K5-1),10,0),colorblue;
FA:STICKLINE(K6<=30,REF(C,K6-1)*1.002,REF(C,K6-1),10,0),colorblue;
GA:STICKLINE(K7<=30,REF(C,K7-1)*1.002,REF(C,K7-1),10,0),colorblue;
HA:STICKLINE(K8<=30,REF(C,K8-1)*1.002,REF(C,K8-1),10,0),colorblue;
IA:STICKLINE(K9<=30,REF(C,K9-1)*1.002,REF(C,K9-1),10,0),colorblue;
JA:STICKLINE(K10<=30,REF(C,K10-1)*1.002,REF(C,K10-1),10,0),colorblue;
A:=BARSLAST(BARSLAST(C<MA(C,10))=4);
IF(EVERY(C>MA(C,10),A+1),REF(C,A),DRAWNULL);
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