sdt.rc

AotoCAD平台下的结构设计工具

    PUSHBUTTON      "计算",IDC_BUTTONjsc,170,16,15,27,BS_MULTILINE | 
                    WS_GROUP
    CONTROL         "计算书",IDC_CHECKjss08,"Button",BS_AUTOCHECKBOX | 
                    WS_GROUP | WS_TABSTOP,90,83,36,10
    EDITTEXT        IDC_EDITgcm08,158,81,28,14,ES_CENTER | ES_AUTOHSCROLL
    LTEXT           "工程名",IDC_STATIC,130,84,25,8
    EDITTEXT        IDC_EDITlh08,213,81,28,14,ES_CENTER | ES_AUTOHSCROLL
    LTEXT           "梁号",IDC_STATIC,193,83,17,8
    GROUPBOX        "",IDC_STATIC,84,71,162,29
    GROUPBOX        "",IDC_STATIC,10,4,236,67
    EDITTEXT        IDC_EDITmzc,211,31,31,12,ES_CENTER | ES_AUTOHSCROLL | 
                    ES_READONLY | NOT WS_TABSTOP
    LTEXT           "Mz",IDC_STATIC,195,34,12,8
    EDITTEXT        IDC_EDITtc,211,52,31,12,ES_CENTER | ES_AUTOHSCROLL | 
                    ES_READONLY | NOT WS_TABSTOP
    LTEXT           "Tmax",IDC_STATIC,190,55,18,8
    EDITTEXT        IDC_EDITvc,152,53,31,12,ES_CENTER | ES_AUTOHSCROLL | 
                    ES_READONLY | NOT WS_TABSTOP
    LTEXT           "Vmax",IDC_STATIC,130,55,21,8
    CONTROL         1031,IDC_STATIC,"Static",SS_BITMAP | SS_CENTERIMAGE | 
                    WS_BORDER,13,19,54,40
    CONTROL         "满跨均布荷载Q",IDC_RADIO11,"Button",BS_AUTORADIOBUTTON | 
                    WS_GROUP | WS_TABSTOP,13,78,66,10
    GROUPBOX        "",IDC_STATIC,10,71,72,29
    CONTROL         "跨中集中荷载P",IDC_RADIO12,"Button",BS_AUTORADIOBUTTON | 
                    WS_TABSTOP,13,88,66,10
    EDITTEXT        IDC_EDITqr,90,109,25,12,ES_AUTOHSCROLL | WS_GROUP
    LTEXT           "Q/P",IDC_STATIC,75,109,13,8
    LTEXT           "a",IDC_STATIC,123,110,8,8
    LTEXT           "α",IDC_STATIC,122,131,9,8
    EDITTEXT        IDC_EDITaa,134,109,25,12,ES_AUTOHSCROLL
    EDITTEXT        IDC_EDITar,134,129,25,12,ES_AUTOHSCROLL
    LTEXT           "B",IDC_STATIC,77,128,8,8
    LTEXT           "H",IDC_STATIC,77,149,8,8
    COMBOBOX        IDC_COMBObr,88,128,29,74,CBS_DROPDOWN | WS_VSCROLL | 
                    WS_TABSTOP
    COMBOBOX        IDC_COMBOhr,89,148,29,74,CBS_DROPDOWN | WS_VSCROLL | 
                    WS_TABSTOP
    EDITTEXT        IDC_EDITmcr,211,109,31,12,ES_CENTER | ES_AUTOHSCROLL | 
                    ES_READONLY | NOT WS_TABSTOP
    LTEXT           "Mc",IDC_STATIC,195,112,12,8
    PUSHBUTTON      "计算",IDC_BUTTONjsl,170,112,15,27,BS_MULTILINE | 
                    WS_GROUP
    GROUPBOX        "",IDC_STATIC,10,100,236,67
    EDITTEXT        IDC_EDITmzr,211,127,31,12,ES_CENTER | ES_AUTOHSCROLL | 
                    ES_READONLY | NOT WS_TABSTOP
    LTEXT           "Mz",IDC_STATIC,195,130,12,8
    EDITTEXT        IDC_EDITtr,211,148,31,12,ES_CENTER | ES_AUTOHSCROLL | 
                    ES_READONLY | NOT WS_TABSTOP
    LTEXT           "Tmax",IDC_STATIC,190,151,18,8
    EDITTEXT        IDC_EDITvr,152,149,31,12,ES_CENTER | ES_AUTOHSCROLL | 
                    ES_READONLY | NOT WS_TABSTOP
    LTEXT           "Vmax",IDC_STATIC,130,151,21,8
    CONTROL         1032,IDC_STATIC,"Static",SS_BITMAP | SS_CENTERIMAGE | 
                    WS_BORDER,13,115,54,40
    PUSHBUTTON      "帮 助",IDC_BTSdtHelp8,66,175,38,14
END

IDD_DIALOG9 DIALOGEX 0, 0, 253, 192
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "Sdt12 - 基坑支护（水泥土墙支护设计）"
FONT 10, "System"
BEGIN
    CONTROL         1036,IDC_STATIC,"Static",SS_BITMAP | WS_BORDER,12,14,88,
                    106,WS_EX_DLGMODALFRAME | WS_EX_CLIENTEDGE
    CONTROL         "基坑深度h (m)",IDC_STATIC,"Static",SS_SIMPLE,110,13,85,
                    8
    EDITTEXT        IDC_EDITkh,200,10,33,12,ES_AUTOHSCROLL | WS_GROUP
    EDITTEXT        IDC_EDITmt,192,132,38,12,ES_AUTOHSCROLL | ES_READONLY
    PUSHBUTTON      "计 算",IDC_BUTTONjs,178,170,32,15
    DEFPUSHBUTTON   "退 出",IDOK,110,170,32,15
    CONTROL         "土体内摩擦角ψ",IDC_STATIC,"Static",SS_SIMPLE,110,24,85,
                    8
    EDITTEXT        IDC_EDITpa,200,22,33,12,ES_AUTOHSCROLL
    CONTROL         "土体内粘聚力c (kN/m2)",IDC_STATIC,"Static",SS_SIMPLE,
                    110,36,85,8
    EDITTEXT        IDC_EDITlc,200,34,33,12,ES_AUTOHSCROLL
    CONTROL         "土体重力密度γ(kN/m3)",IDC_STATIC,"Static",SS_SIMPLE,
                    110,48,85,8
    EDITTEXT        IDC_EDITtg,200,46,33,12,ES_AUTOHSCROLL
    CONTROL         "水泥土重力密度γcs",IDC_STATIC,"Static",SS_SIMPLE,110,
                    60,85,8
    EDITTEXT        IDC_EDITqg,200,58,33,12,ES_AUTOHSCROLL
    EDITTEXT        IDC_EDITqf,200,70,33,12,ES_AUTOHSCROLL
    CONTROL         "基底摩擦系数μ",IDC_STATIC,"Static",SS_SIMPLE,110,84,85,
                    8
    EDITTEXT        IDC_EDITmu,200,82,33,12,ES_AUTOHSCROLL
    CONTROL         "水泥土强度 f cs (MPa)",IDC_STATIC,"Static",SS_SIMPLE,
                    110,72,85,8
    CONTROL         "地面荷载q (kN/m2)",IDC_STATIC,"Static",SS_SIMPLE,110,97,
                    85,8
    EDITTEXT        IDC_EDITmq,200,94,33,12,ES_AUTOHSCROLL
    CONTROL         "墙埋入深度t (m) ",IDC_STATIC,"Static",SS_SIMPLE,117,134,
                    63,8
    CTEXT           "选择墙厚度b (≥0.4h)",IDC_STATIC,110,110,77,13,
                    SS_CENTERIMAGE | NOT WS_GROUP,WS_EX_STATICEDGE
    EDITTEXT        IDC_EDITzl,192,146,38,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "水泥土桩长度L  (m)",IDC_STATIC,"Static",SS_SIMPLE,114,
                    147,68,8
    EDITTEXT        IDC_EDITqb,200,110,33,12,ES_AUTOHSCROLL
    CONTROL         "计算书",IDC_CHECKjss09,"Button",BS_AUTOCHECKBOX | 
                    WS_TABSTOP,23,132,40,10
    EDITTEXT        IDC_EDITgcm09,53,145,34,12,ES_CENTER | ES_AUTOHSCROLL
    LTEXT           "工程名",IDC_STATIC,21,147,25,8
    GROUPBOX        "",IDC_STATIC,12,126,88,34
    GROUPBOX        "",IDC_STATIC,105,126,135,34
    GROUPBOX        "",IDC_STATIC,105,3,135,123
    PUSHBUTTON      "帮 助",IDC_BTSdtHelp9,42,170,32,15
END

IDD_DIALOG10 DIALOGEX 0, 0, 284, 248
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "Sdt13 - 基坑支护（悬壁桩墙支护设计）                "
FONT 10, "System"
BEGIN
    CONTROL         1038,IDC_STATIC,"Static",SS_BITMAP | WS_BORDER,9,9,102,
                    91,WS_EX_DLGMODALFRAME | WS_EX_CLIENTEDGE
    CONTROL         "基坑深度h",IDC_STATIC,"Static",SS_SIMPLE,123,10,40,8
    EDITTEXT        IDC_EDITzh,193,7,27,12,ES_AUTOHSCROLL | WS_GROUP
    EDITTEXT        IDC_EDITzt,193,70,27,12,ES_AUTOHSCROLL | ES_READONLY
    PUSHBUTTON      "计 算",IDC_BUTTONjs,255,49,14,28,BS_MULTILINE
    DEFPUSHBUTTON   "退 出",IDOK,184,227,32,15
    CONTROL         "土体内摩擦角ψ",IDC_STATIC,"Static",SS_SIMPLE,123,22,58,
                    8
    EDITTEXT        IDC_EDITzpa,193,19,27,12,ES_AUTOHSCROLL
    CONTROL         "土体内粘聚力c",IDC_STATIC,"Static",SS_SIMPLE,123,34,56,
                    8
    EDITTEXT        IDC_EDITzc,193,31,27,12,ES_AUTOHSCROLL
    CONTROL         "土体重力密度γ",IDC_STATIC,"Static",SS_SIMPLE,123,46,57,
                    8
    EDITTEXT        IDC_EDITzg,193,43,27,12,ES_AUTOHSCROLL
    CONTROL         "地面荷载q",IDC_STATIC,"Static",SS_SIMPLE,123,58,41,8
    EDITTEXT        IDC_EDITzq,193,55,27,12,ES_AUTOHSCROLL
    CONTROL         "埋入深度t ",IDC_STATIC,"Static",SS_SIMPLE,123,72,54,8
    EDITTEXT        IDC_EDITlg,193,82,27,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "桩墙总长度L ",IDC_STATIC,"Static",SS_SIMPLE,123,84,60,8
    EDITTEXT        IDC_EDITmax,193,94,27,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "弯矩Mmax ",IDC_STATIC,"Static",SS_SIMPLE,123,96,56,8
    EDITTEXT        IDC_EDITmlm,193,106,27,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "最大弯矩位置L m",IDC_STATIC,"Static",SS_SIMPLE,123,108,
                    60,8
    CONTROL         "桩径D",IDC_STATIC,"Static",SS_SIMPLE,112,131,24,8
    EDITTEXT        IDC_EDITzd,150,129,27,12,ES_AUTOHSCROLL
    CONTROL         "桩距S",IDC_STATIC,"Static",SS_SIMPLE,112,144,24,8
    EDITTEXT        IDC_EDITzs,150,142,27,12,ES_AUTOHSCROLL
    CONTROL         "砼  C",IDC_STATIC,"Static",SS_SIMPLE,112,157,24,8
    EDITTEXT        IDC_EDIThc,150,155,27,12,ES_AUTOHSCROLL
    CONTROL         "弯矩M",IDC_STATIC,"Static",SS_SIMPLE,112,170,24,8
    EDITTEXT        IDC_EDITzm,150,168,27,12,ES_AUTOHSCROLL
    CONTROL         "受拉筋Asr",IDC_STATIC,"Static",SS_SIMPLE,203,145,35,8
    EDITTEXT        IDC_EDITasr,243,143,26,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "受压筋A'sr",IDC_STATIC,"Static",SS_SIMPLE,111,183,38,8
    EDITTEXT        IDC_EDITasp,150,181,27,12,ES_AUTOHSCROLL
    PUSHBUTTON      "计 算",IDC_BUTTONjsa,220,160,34,15
    CONTROL         1039,IDC_STATIC,"Static",SS_BITMAP | WS_BORDER,15,103,86,
                    94,WS_EX_DLGMODALFRAME | WS_EX_CLIENTEDGE
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,9,12,8
    CONTROL         "(kN/m2)",IDC_STATIC,"Static",SS_SIMPLE,224,33,25,8
    CONTROL         "(kN/m3)",IDC_STATIC,"Static",SS_SIMPLE,224,44,28,8
    CONTROL         "(kN/m2)",IDC_STATIC,"Static",SS_SIMPLE,224,57,26,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,72,12,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,84,12,8
    CONTROL         "(kN-m/m)",IDC_STATIC,"Static",SS_SIMPLE,224,96,32,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,108,12,8
    GROUPBOX        "",IDC_STATIC,117,1,156,120
    GROUPBOX        "",IDC_STATIC,107,121,167,75
    CONTROL         "(kN-m)",IDC_STATIC,"Static",SS_SIMPLE,180,170,23,8
    CONTROL         "(MPa)",IDC_STATIC,"Static",SS_SIMPLE,180,158,23,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,180,144,16,8
    CONTROL         "(mm)",IDC_STATIC,"Static",SS_SIMPLE,180,131,18,8
    CONTROL         "(mm2)",IDC_STATIC,"Static",SS_SIMPLE,180,184,23,8
    CONTROL         "拉筋θ",IDC_STATIC,"Static",SS_SIMPLE,210,130,28,8
    EDITTEXT        IDC_EDITcta,243,128,26,12,ES_AUTOHSCROLL
    CONTROL         "压筋θ'",IDC_STATIC,"Static",SS_SIMPLE,210,182,27,8
    EDITTEXT        IDC_EDITctp,243,180,26,12,ES_AUTOHSCROLL | ES_READONLY
    CTEXT           "!!!  钢筋采用II级.",IDC_STATIC,21,202,69,16,
                    SS_CENTERIMAGE | SS_SUNKEN | WS_BORDER | NOT WS_GROUP
    EDITTEXT        IDC_EDITgcm10,177,202,34,14,ES_CENTER | ES_AUTOHSCROLL
    LTEXT           "工程名",IDC_STATIC,151,205,25,8
    EDITTEXT        IDC_EDITzhuang,236,202,34,14,ES_CENTER | ES_AUTOHSCROLL
    LTEXT           "桩号",IDC_STATIC,218,205,17,8
    GROUPBOX        "",IDC_STATIC,107,194,167,25
    CONTROL         "计算书",IDC_CHECKjss10,"Button",BS_AUTOCHECKBOX | 
                    WS_TABSTOP,112,204,35,10
    PUSHBUTTON      "帮 助",IDC_BTSdtHelp10,67,227,32,15
END

IDD_DIALOG11 DIALOGEX 0, 0, 260, 165
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "Sdt14 - 基坑支护（顶部撑锚桩墙支护设计）     "
FONT 10, "System", 0, 0, 0x1
BEGIN
    CONTROL         1041,IDC_STATIC,"Static",SS_BITMAP | WS_BORDER,9,10,102,
                    94,WS_EX_DLGMODALFRAME | WS_EX_CLIENTEDGE
    CONTROL         "基坑深度h",IDC_STATIC,"Static",SS_SIMPLE,123,11,40,8
    EDITTEXT        IDC_EDITzzh,189,8,31,12,ES_AUTOHSCROLL | WS_GROUP
    EDITTEXT        IDC_EDITzzt,189,71,31,12,ES_AUTOHSCROLL | ES_READONLY
    PUSHBUTTON      "计 算",IDC_BUTTONjs,166,143,32,15,BS_MULTILINE
    DEFPUSHBUTTON   "退 出",IDOK,214,143,32,15
    CONTROL         "土体内摩擦角ψ",IDC_STATIC,"Static",SS_SIMPLE,123,23,58,
                    8
    EDITTEXT        IDC_EDITzzpa,189,20,31,12,ES_AUTOHSCROLL
    CONTROL         "土体内粘聚力c",IDC_STATIC,"Static",SS_SIMPLE,123,35,56,
                    8
    EDITTEXT        IDC_EDITzzc,189,32,31,12,ES_AUTOHSCROLL
    CONTROL         "土体重力密度γ",IDC_STATIC,"Static",SS_SIMPLE,123,47,57,
                    8
    EDITTEXT        IDC_EDITzzg,189,44,31,12,ES_AUTOHSCROLL
    CONTROL         "地面荷载q",IDC_STATIC,"Static",SS_SIMPLE,123,59,41,8
    EDITTEXT        IDC_EDITzzq,189,56,31,12,ES_AUTOHSCROLL
    CONTROL         "埋入深度t (≥)",IDC_STATIC,"Static",SS_SIMPLE,123,73,54,
                    8
    EDITTEXT        IDC_EDITzlg,189,83,31,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "桩墙总长度L (≥)",IDC_STATIC,"Static",SS_SIMPLE,123,85,
                    60,8
    EDITTEXT        IDC_EDITzmax,189,95,31,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "弯矩Mmax (≥)",IDC_STATIC,"Static",SS_SIMPLE,123,97,56,
                    8
    EDITTEXT        IDC_EDITzmlm,189,107,31,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "最大弯矩位置L m",IDC_STATIC,"Static",SS_SIMPLE,123,109,
                    60,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,10,12,8
    CONTROL         "(kN/m2)",IDC_STATIC,"Static",SS_SIMPLE,224,34,25,8
    CONTROL         "(kN/m3)",IDC_STATIC,"Static",SS_SIMPLE,224,45,28,8
    CONTROL         "(kN/m2)",IDC_STATIC,"Static",SS_SIMPLE,224,58,26,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,73,12,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,85,12,8
    CONTROL         "(kN-m/m)",IDC_STATIC,"Static",SS_SIMPLE,221,97,32,8
    CONTROL         "(m)",IDC_STATIC,"Static",SS_SIMPLE,224,109,12,8
    EDITTEXT        IDC_EDITzdf,189,119,31,12,ES_AUTOHSCROLL | ES_READONLY
    CONTROL         "顶端力 F",IDC_STATIC,"Static",SS_SIMPLE,123,121,60,8
    CONTROL         "(kN/m)",IDC_STATIC,"Static",SS_SIMPLE,224,120,25,8
    CTEXT           "桩体配筋使用悬壁桩墙程序",IDC_STATIC,10,135,101,15,
                    SS_CENTERIMAGE | SS_SUNKEN | WS_BORDER | NOT WS_GROUP
    GROUPBOX        "",IDC_STATIC,118,0,135,134
    CONTROL         "计算书",IDC_CHECKjss11,"Button",BS_AUTOCHECKBOX | 
                    WS_TABSTOP,13,114,36,10
    EDITTEXT        IDC_EDITgcm11,77,113,30,12,ES_CENTER | ES_AUTOHSCROLL
    LTEXT           "工程名",IDC_STATIC,49,115,24,8
    GROUPBOX        "",IDC_STATIC,8,106,104,22
    PUSHBUTTON      "帮 助",IDC_BTSdtHelp11,118,143,32,15
END

IDD_DIALOG12 DIALOG DISCARDABLE  0, 0, 265, 184
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "Sdt04 - 梁受扭计算          "
FONT 10, "System"
BEGIN