一个通达信分时主图，现上传源码供大家分享。
说明： 1、图上的压力、支撑数据是按"黄金分割"数学原理计算；
2、需要建立一个名称为"fsyy"引用指标；
3、股价线按红、白两色显示涨跌。
分时引用的公式：{FSYY}ZS:=DYNAINFO(7),NODRAW;XJ:=DYNAINFO(3),NODRAW;
分时主图源码：{分时主图}TBX:=REF(EMA(C,14),1);A1X:=(EMA(C,10)-TBX)/TBX*100;DFX:=IF(A1X>=0,REF(EMA(C,10),BARSLAST(CROSS(A1X,0))+1),DRAWNULL);KFX:=IF(A1X<0,REF(EMA(C,10),BARSLAST(CROSS(0,A1X))+1),DRAWNULL);STICKLINE(A1X>=0,DFX,TBX,10,0),COLOR000066;STICKLINE(A1X<0,KFX,TBX,10,0),COLOR006600;NXX:EMA(C,120),COLOR0080FF,LINETHICK2;DRAWTEXT(BARSTATUS=2,NXX,'牛熊线');最新:C,LINETHICK1,COLORWHITE;IF(C>=REF(C,1),C,DRAWNULL),LINETHICK3,COLORRED;AA:=SUM(AMOUNT,BARSCOUNT(C))/SUM(VOL*100,BARSCOUNT(C));BB:=BETWEEN(C/AA,C+H,C-H);DRAWICON(ISLASTBAR AND C>REF(C,1),C,1);DRAWICON(ISLASTBAR AND C<REF(C,1),C,2);ZS:=IF(PERIOD=0 ,"FSYY.ZS#DAY",DRAWNULL),NODRAW;XJ:=IF(PERIOD=0 ,"FSYY.XJ#DAY",DRAWNULL),NODRAW;今阻①:=ZS*(1+0.191*0.1);今阻②:=ZS*(1+0.382*0.1);今阻③:=ZS*(1+0.618*0.1);明阻①:=XJ*(1+0.191*0.1);明阻②:=XJ*(1+0.382*0.1);明阻③:=XJ*(1+0.618*0.1);今撑①:=ZS*(1-0.191*0.1);今撑②:=ZS*(1-0.383*0.1);今撑③:=ZS*(1-0.618*0.1);明撑①:=XJ*(1-0.191*0.1);明撑②:=XJ*(1-0.382*0.1);明撑③:=XJ*(1-0.618*0.1);DRAWTEXT_FIX(1,0.1,0,0,STRCAT('今日阻力①',CON2STR(今阻①,2))),COLOR00FF00;DRAWTEXT_FIX(1,0.4,0,0,STRCAT('今日阻力②',CON2STR(今阻②,2))),COLOR00FF00;DRAWTEXT_FIX(1,0.7,0,0,STRCAT('今日阻力③',CON2STR(今阻③,2))),COLOR00FF00;DRAWTEXT_FIX(1,0.1,1-0.95,0,STRCAT('明日阻力①',CON2STR(明阻①,2))),COLORFFFF00;DRAWTEXT_FIX(1,0.4,1-0.95,0,STRCAT('明日阻力②',CON2STR(明阻②,2))),COLORFFFF00;DRAWTEXT_FIX(1,0.7,1-0.95,0,STRCAT('明日阻力③',CON2STR(明阻③,2))),COLORFFFF00;DRAWTEXT_FIX(1,0.1,1-0.9,0,STRCAT('今日支撑①',CON2STR(今撑①,2))),COLOR00FFFF;DRAWTEXT_FIX(1,0.4,1-0.9,0,STRCAT('今日支撑②',CON2STR(今撑②,2))),COLOR00FFFF;DRAWTEXT_FIX(1,0.7,1-0.9,0,STRCAT('今日支撑③',CON2STR(今撑③,2))),COLOR00FFFF;DRAWTEXT_FIX(1,0.1,1-0.85,0,STRCAT('明日支撑①',CON2STR(明撑①,2))),COLORFF00FF;DRAWTEXT_FIX(1,0.4,1-0.85,0,STRCAT('明日支撑②',CON2STR(明撑②,2))),COLORFF00FF;DRAWTEXT_FIX(1,0.7,1-0.85,0,STRCAT('明日支撑③',CON2STR(明撑③,2))),COLORFF00FF;
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