MA1:=MA(C,5);
AA:=MA1*0.98;
BB:=REF(MA1,1)*0.98;
MM:=BARSLAST(REF(C,1)>=REF(MA1,1) AND C NN:=BARSLAST(REF(C,1)>=REF(MA1,1) AND C QQ:=IF((REF(C,1)>=REF(MA1,1)) AND (C IF(REF(MA1,1)=REF(MA1,1)
AND C0,IF(REF(MA1, MM)< REF(MA1,NN),REF(MA1,NN)*0.98,
REF(MA1,MM)*0.98), REF(MA1,1)));
明短支撑:QQ;