📄 sdt.rc
字号:
EDITTEXT IDC_EDITbeta,208,76,32,12,ES_AUTOHSCROLL
LTEXT "(kN)",IDC_STATIC,171,125,14,8
EDITTEXT IDC_EDITrk,209,123,31,12,ES_AUTOHSCROLL | ES_READONLY
LTEXT "单桩承载力 Rk",IDC_STATIC,117,125,73,8,NOT WS_GROUP
EDITTEXT IDC_EDITm,146,152,28,12,ES_AUTOHSCROLL | ES_READONLY
LTEXT "置换率m",IDC_STATIC,113,154,31,8,NOT WS_GROUP
EDITTEXT IDC_EDITr28,209,137,31,12,ES_AUTOHSCROLL | ES_READONLY
LTEXT "桩身强度R 28",IDC_STATIC,117,138,50,8,NOT WS_GROUP
LTEXT "(MPa)",IDC_STATIC,169,138,20,8
EDITTEXT IDC_EDITl,213,152,27,12,ES_AUTOHSCROLL | ES_READONLY
LTEXT "桩长L",IDC_STATIC,180,154,21,8,NOT WS_GROUP
LTEXT "(m)",IDC_STATIC,201,153,11,8
GROUPBOX "",IDC_STATIC,109,29,141,76
GROUPBOX "",IDC_STATIC,109,102,141,65
CONTROL "计算书",IDC_CHECKjss04,"Button",BS_AUTOCHECKBOX |
WS_TABSTOP,16,176,36,10
EDITTEXT IDC_EDITgcm04,82,174,34,12,ES_CENTER | ES_AUTOHSCROLL
LTEXT "工程名",IDC_STATIC,57,176,25,8
GROUPBOX "",IDC_STATIC,13,167,107,22
EDITTEXT IDC_EDITgama,208,89,32,12,ES_AUTOHSCROLL
LTEXT "分项系数 γsp",IDC_STATIC,118,91,82,10,SS_CENTERIMAGE |
NOT WS_GROUP
EDITTEXT IDC_EDITn,19,19,17,12,ES_CENTER | ES_AUTOHSCROLL |
ES_NUMBER | WS_GROUP
PUSHBUTTON "帮 助",IDC_BTSdtHelp4,127,176,32,15
END
IDD_DIALOG5 DIALOGEX 0, 0, 256, 199
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION " Sdt11 -地基沉降计算 "
FONT 10, "System"
BEGIN
EDITTEXT IDC_EDITl2,40,48,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
CTEXT "H (m)",IDC_STATIC,40,19,26,12,SS_CENTERIMAGE,
WS_EX_STATICEDGE
PUSHBUTTON "计 算",IDC_BUTTONjs,166,176,32,15
DEFPUSHBUTTON "退 出",IDOK,206,176,32,15
GROUPBOX "计算点",IDC_STATIC,109,6,130,26
CTEXT "1",IDC_STATIC,20,35,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
EDITTEXT IDC_EDITs,199,110,31,12,ES_AUTOHSCROLL | ES_READONLY
LTEXT "最终沉降量 s (mm)",IDC_STATIC,117,111,71,8
CONTROL "中心点",IDC_RADIO7,"Button",BS_AUTORADIOBUTTON |
WS_GROUP,130,17,43,10
CONTROL "角 点",IDC_RADIO8,"Button",BS_AUTORADIOBUTTON,182,17,
40,10
EDITTEXT IDC_EDITl3,40,61,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITl4,40,74,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITl5,40,87,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITl6,40,100,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITl7,40,113,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITl8,40,126,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITl9,40,139,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITl10,40,152,25,12,ES_CENTER | ES_AUTOHSCROLL |
NOT WS_TABSTOP
EDITTEXT IDC_EDITl1,40,35,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITqs2,71,48,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITqs3,71,61,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITqs4,71,74,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITqs5,71,87,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITqs6,71,100,25,12,ES_CENTER | ES_AUTOHSCROLL |
NOT WS_TABSTOP
EDITTEXT IDC_EDITqs7,71,113,25,12,ES_CENTER | ES_AUTOHSCROLL |
NOT WS_TABSTOP
EDITTEXT IDC_EDITqs8,71,126,25,12,ES_CENTER | ES_AUTOHSCROLL |
NOT WS_TABSTOP
EDITTEXT IDC_EDITqs9,71,139,25,12,ES_CENTER | ES_AUTOHSCROLL |
NOT WS_TABSTOP
EDITTEXT IDC_EDITqs10,71,152,25,12,ES_CENTER | ES_AUTOHSCROLL |
NOT WS_TABSTOP
EDITTEXT IDC_EDITqs1,71,35,25,12,ES_CENTER | ES_AUTOHSCROLL | NOT
WS_TABSTOP
CTEXT "2",IDC_STATIC,20,48,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "3",IDC_STATIC,20,61,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "4",IDC_STATIC,20,74,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "5",IDC_STATIC,20,87,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "6",IDC_STATIC,20,100,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "7",IDC_STATIC,20,113,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "8",IDC_STATIC,20,126,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "9",IDC_STATIC,20,139,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
CTEXT "10",IDC_STATIC,20,152,14,11,SS_CENTERIMAGE,
WS_EX_STATICEDGE
GROUPBOX "地层构成：",IDC_STATIC,13,8,90,159
CTEXT "Es(MPa)",IDC_STATIC,68,19,29,12,SS_CENTERIMAGE,
WS_EX_STATICEDGE
LTEXT "地基承载力 f ak (kPa)",IDC_STATIC,117,68,71,10,
SS_CENTERIMAGE
EDITTEXT IDC_EDITfk,198,67,32,12,ES_AUTOHSCROLL
LTEXT "基底附加应力 p 0 (kPa)",IDC_STATIC,117,83,80,10,
SS_CENTERIMAGE
EDITTEXT IDC_EDITp0,198,82,32,12,ES_AUTOHSCROLL
EDITTEXT IDC_EDITz,199,127,31,12,ES_AUTOHSCROLL | ES_READONLY
LTEXT "计算深度 Z (m)",IDC_STATIC,117,129,73,8
EDITTEXT IDC_EDITzn,199,144,31,12,ES_AUTOHSCROLL | ES_READONLY
LTEXT "规范要求深度 Zn (m)",IDC_STATIC,117,147,74,8
GROUPBOX "",IDC_STATIC,109,31,130,67
GROUPBOX "",IDC_STATIC,109,97,130,70
LTEXT "基础长度 l (m)",IDC_STATIC,117,38,71,10,SS_CENTERIMAGE
EDITTEXT IDC_EDITl,198,37,32,12,ES_AUTOHSCROLL
LTEXT "基础宽度 b (m)",IDC_STATIC,117,53,80,10,SS_CENTERIMAGE
EDITTEXT IDC_EDITb,198,52,32,12,ES_AUTOHSCROLL
EDITTEXT IDC_EDITn,17,19,19,12,ES_CENTER | ES_AUTOHSCROLL |
ES_NUMBER
CONTROL "计算书",IDC_CHECKjss05,"Button",BS_AUTOCHECKBOX |
WS_TABSTOP,15,176,35,10
EDITTEXT IDC_EDITgcm06,80,174,34,12,ES_CENTER | ES_AUTOHSCROLL
LTEXT "工程名",IDC_STATIC,55,176,25,8
GROUPBOX "",IDC_STATIC,12,167,107,22
PUSHBUTTON "帮 助",IDC_BTSdtHelp5,126,176,32,15
END
IDD_DIALOG6 DIALOGEX 0, 0, 247, 177
STYLE DS_MODALFRAME | DS_3DLOOK | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "SDT -- 结构设计计算器(2002 AutoCAD版) "
FONT 10, "System"
BEGIN
DEFPUSHBUTTON "退 出",IDOK,158,155,32,15
PUSHBUTTON "1. 梁配筋计算",IDC_BUTTONmal,24,14,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "2. 板配筋计算",IDC_BUTTONmab,24,33,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "7. 基础荷载计算",IDC_BUTTONfjc,24,128,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "8. 复合地基设计 ",IDC_BUTTONcfg,132,14,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "11. 地基沉降计算",IDC_BUTTONdcj,132,71,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "3. 柱配筋计算",IDC_BUTTONzpj,24,52,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "6. 水平曲梁计算",IDC_BUTTONqls,24,109,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "12. 水泥土墙支护设计",IDC_BUTTONzhq,132,90,90,14,
BS_LEFT,WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "13. 悬壁桩支护设计",IDC_BUTTONzhz,132,109,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "14. 顶部撑锚桩支护设计",IDC_BUTTONzhd,132,128,90,14,
BS_LEFT,WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "4. 梁受扭计算",IDC_BUTTONtal,24,71,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "5. 钢骨梁设计",IDC_BUTTONggl,24,90,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "9. 条形基础设计",IDC_BUTTONtjsj,132,33,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
PUSHBUTTON "10. 独立基础设计",IDC_BUTTONdjsj,132,52,90,14,BS_LEFT,
WS_EX_TRANSPARENT | WS_EX_STATICEDGE
DEFPUSHBUTTON "帮 助",ID_SDTHELP,58,155,32,15
GROUPBOX "主 菜 单",IDC_STATIC,7,3,233,145
END
IDD_DIALOG7 DIALOGEX 0, 0, 248, 152
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "Sdt03 - 柱配筋计算 "
FONT 10, "System"
BEGIN
DEFPUSHBUTTON "退 出",IDOK,150,131,38,14
CONTROL "标准值",IDC_RADIO9,"Button",BS_AUTORADIOBUTTON |
WS_GROUP,101,11,40,10
CONTROL "设计值",IDC_RADIO10,"Button",BS_AUTORADIOBUTTON,169,11,
40,10
EDITTEXT IDC_EDITn,23,28,25,12,ES_AUTOHSCROLL
LTEXT "N",IDC_STATIC,13,28,8,8
LTEXT "M",IDC_STATIC,61,28,8,8
EDITTEXT IDC_EDITm,70,28,25,12,ES_AUTOHSCROLL
EDITTEXT IDC_EDITet,122,28,25,12,ES_AUTOHSCROLL
LTEXT "B",IDC_STATIC,13,46,8,8
LTEXT "H",IDC_STATIC,61,46,8,8
LTEXT "C",IDC_STATIC,110,46,8,8
LTEXT "I",IDC_STATIC,158,46,8,8
COMBOBOX IDC_COMBOb,22,46,29,79,CBS_DROPDOWN | WS_VSCROLL |
WS_TABSTOP
COMBOBOX IDC_COMBOh,69,46,29,79,CBS_DROPDOWN | WS_VSCROLL |
WS_TABSTOP
COMBOBOX IDC_COMBOc,122,46,27,66,CBS_DROPDOWN | WS_VSCROLL |
WS_TABSTOP
COMBOBOX IDC_COMBOi,170,46,26,43,CBS_DROPDOWN | WS_VSCROLL |
WS_TABSTOP
EDITTEXT IDC_EDITpy,16,64,38,12,ES_CENTER | ES_AUTOHSCROLL |
ES_READONLY
LTEXT "As=",IDC_STATIC,63,67,11,8
LTEXT "配筋:",IDC_STATIC,124,66,21,8
EDITTEXT IDC_EDITas,79,64,35,12,ES_CENTER | ES_AUTOHSCROLL |
ES_READONLY
EDITTEXT IDC_EDITpj1,149,64,33,12,ES_CENTER | ES_AUTOHSCROLL |
ES_READONLY | ES_NUMBER
EDITTEXT IDC_EDITpj2,200,64,33,12,ES_CENTER | ES_AUTOHSCROLL |
ES_READONLY | ES_NUMBER
LTEXT "or",IDC_STATIC,188,66,9,8
PUSHBUTTON "计算",IDC_BUTTONjs,205,45,28,15
CONTROL "计算书",IDC_CHECKjss07,"Button",BS_AUTOCHECKBOX |
WS_TABSTOP,27,93,40,10
EDITTEXT IDC_EDITgcm08,115,91,34,12,ES_CENTER | ES_AUTOHSCROLL
LTEXT "工程名",IDC_STATIC,80,93,25,8
EDITTEXT IDC_EDITzh,198,90,34,12,ES_CENTER | ES_AUTOHSCROLL
LTEXT "柱号",IDC_STATIC,170,93,17,8
GROUPBOX "",IDC_STATIC,10,83,229,24
LTEXT "荷载类型",IDC_STATIC,41,12,33,8
LTEXT "η",IDC_STATIC,109,29,8,8
CTEXT "轴压比",IDC_STATIC,163,27,37,14,SS_CENTERIMAGE
EDITTEXT IDC_EDITzyb,204,28,25,12,ES_AUTOHSCROLL | ES_READONLY
CTEXT "!!! 圆柱：B=直径，H=0",IDC_STATIC,15,110,92,15,
SS_CENTERIMAGE | WS_BORDER | NOT WS_GROUP,
WS_EX_STATICEDGE
GROUPBOX "",IDC_STATIC,10,3,229,81
PUSHBUTTON "帮 助",IDC_BTSdtHelp7,61,131,38,14
END
IDD_DIALOG8 DIALOG DISCARDABLE 0, 0, 254, 197
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "Sdt06 - 水平曲梁计算 "
FONT 10, "System"
BEGIN
DEFPUSHBUTTON "退 出",IDOK,151,175,38,14
EDITTEXT IDC_EDITqc,90,13,25,12,ES_AUTOHSCROLL | WS_GROUP
LTEXT "Q/P",IDC_STATIC,75,13,13,8
LTEXT "R",IDC_STATIC,123,14,8,8
LTEXT "θ",IDC_STATIC,122,35,9,8
EDITTEXT IDC_EDITrc,134,13,25,12,ES_AUTOHSCROLL
EDITTEXT IDC_EDITct,134,33,25,12,ES_AUTOHSCROLL
LTEXT "B",IDC_STATIC,77,32,8,8
LTEXT "H",IDC_STATIC,77,53,8,8
COMBOBOX IDC_COMBObc,88,32,29,74,CBS_DROPDOWN | WS_VSCROLL |
WS_TABSTOP
COMBOBOX IDC_COMBOhc,89,52,29,74,CBS_DROPDOWN | WS_VSCROLL |
WS_TABSTOP
EDITTEXT IDC_EDITmcc,211,13,31,12,ES_CENTER | ES_AUTOHSCROLL |
ES_READONLY | NOT WS_TABSTOP
LTEXT "Mc",IDC_STATIC,195,16,12,8
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