《浅基础工程及程序设计》丁继辉程序代码 第二章Word文档下载推荐.docx
《《浅基础工程及程序设计》丁继辉程序代码 第二章Word文档下载推荐.docx》由会员分享,可在线阅读,更多相关《《浅基础工程及程序设计》丁继辉程序代码 第二章Word文档下载推荐.docx(13页珍藏版)》请在冰豆网上搜索。
FcYshj=Val(Text(3).Text)'
FkTshj=Val(Text(4).Text)'
FkyGshj=Val(Text(5).Text)'
QiangHou=Val(Text(6).Text)'
Hbaohc=Val(Text(7).Text)'
Dgangjin=Val(Text(8).Text)'
EndSub
PrivateSubCmdClear_Click()
List1.Clear
EndSub
PrivateSubCommand1_Click()
Me.Hide
PrivateSubCommand2_Click()
CallTianJiaPeij
H0xiao=Val(Text4.Text)
Hjichu=Val(Text5.Text)
List1.AddItem("
考虑基础构造要求后实际基础高度h(m)"
&
"
h="
Format(Hjichu,"
0.00"
))
考虑基础构造要求后实际基础有效高度h0(m)"
h0="
Format(H0xiao,"
'
条形基础底面的地基净反力计算
Pjmax=Fload/Bwide+6*Mshot/Bwide^2
Pjmin=Fload/Bwide-6*Mshot/Bwide^2
截面1至基础边缘距离
b1=(Bwide-QiangHou)/2
截面的剪力设计值
IfBwide=0Then
V1=b1/Bwide*Fload
Else
V1=b1/(2*Bwide)*((2*Bwide-b1)*Pjmax+b1*Pjmin)
EndIf
'
基础底板的配筋
基础验算截面的弯矩设计值(mm^2)
M1shj=V1*b1/2
悬臂根部的最大弯矩M(kN·
m)"
M="
Format(M1shj,"
每米墙长的受力钢筋截面面积:
Asi=M1shj/(0.9*FkyGshj*H0xiao)*10^6
每米墙长的受力钢筋截面面积mm^2"
As="
Format(Asi,"
受力钢筋根数
Ngangjin=Int(Asi/(3.14*(Dgangjin/2)^2))+1
每米墙长的受力钢筋数"
N="
Format(Ngangjin,"
实际受力钢筋面积
Asishiji=3.14*(Dgangjin/2)^2*Ngangjin
实际受力钢筋截面面积mm^2"
Format(Asishiji,"
受力钢筋间距
GJjianju=(Bwide-2*Hbaohc)*1000/Ngangjin-Dgangjin
实际受力钢筋间距"
GJjianu="
Format(GJjianju,"
ExitSub
CUOWUCHULI:
MsgBox"
数据输入有误,不能得出结果"
vbExclamation
PrivateSubCommand4_Click()
条形基础底面地基净反力最大值Pjmax(kPa)"
Pjmax="
Format(Pjmax,"
条形基础底面地基净反力最小值Pjmin(kPa)"
Pjmin="
Format(Pjmin,"
截面1至基础边缘距离b1(m)"
b1="
Format(b1,"
截面Ⅰ处的剪力值V1(kN/m)"
V1="
Format(V1,"
计算基础有效高度h0由混凝土抗剪切条件确定
H0xiao=V1/(0.07*FcYshj)
由混凝土抗剪切条件计算基础有效高度h0(m)"
Text4.Text=Format(H0xiao,"
)
计算基础高度
Hjichu=H0xiao+Hbaohc
Text5.Text=Format(Hjichu,"
计算高度h(m)"
根据构造要求确定基础尺寸。
边缘高度大大于等于200mm!
vbQuestion
PrivateSubForm_QueryUnload(CancelAsInteger,UnloadModeAsInteger)
Me.Hide'
在一般的情况下,关闭窗体并没有真正的关闭
只是将窗体隐藏起来,因为窗体上的数据还需要用
只有当在代码中关闭窗体时,才会真正的关闭一个窗体
IfNotUnloadMode=vbFormOwnerAndNotUnloadMode=vbFormCodeThen
Cancel=True
Cancel=False
2.8.2柱下独立基础配筋计算源程序代码
DimFload,Bwide,Llong,Mshot,Mlong
DimBczhu,Lczhu,H0xiao,FcYshj,FkTshj,FkyGshjL,DgangjinL
DimFkyGshjB,DgangjinB,BeiA1,BeiT,BeiH1,BeiH2,BhcH,Pjmax,Pjmin
DimBt,Bb,Bm,Fl,Fqiangdu,M11,M22,NgangjinL,NgangjinB
DimAs11,As22,JichuH0,AsShejiL,AsShejiB
DimBbian1,Abian1,H0bian1,Bbian2,Abian2,H0bian2
DimBbian3,Abian3,H0bian3,M11Bian1,M22Bian1
DimM11Bian2,M22Bian2,M11Bian3,M22Bian3,FqiangduBian3
DimFlBian1,FlBian2,FlBian3,FqiangduBian1,FqiangduBian2
PrivateSubTianJiaBianL()'
Bwide=Val(Text(0).Text)'
Llong=Val(Text
(1).Text)'
Fload=Val(Text
(2).Text)'
基础长度
Mshot=Val(Text(3).Text)'
Mlong=Val(Text(4).Text)'
长边方向弯矩值
Bczhu=Val(Text(5).Text)'
柱截面短边长度
Lczhu=Val(Text(6).Text)'
柱截面长边长度
H0xiao=Val(Text(7).Text)'
冲切破坏锥体的有效高度(m)
FcYshj=Val(Text(8).Text)'
FkTshj=Val(Text(9).Text)'
FkyGshjL=Val(Text(10).Text)'
DgangjinL=Val(Text(11).Text)'
长边L方向受力钢筋直径(mm)
FkyGshjB=Val(Text(12).Text)'
短边B方向钢筋抗拉强度设计值fy(kPa)
DgangjinB=Val(Text(13).Text)'
短边B方向受力钢筋直径(mm)
IfOption5.Value=TrueOrOption5.Value=TrueThen
BeiA1=Val(Text4.Text)'
杯底厚度a1(mm)
BeiT=Val(Text5.Text)'
杯底厚度t(mm)
BeiH1=Val(Text7.Text)'
按构造确定杯口基础尺寸h1(mm)
BeiH2=Val(Text8.Text)'
按构造确定杯口基础尺寸h2(mm)
IfOption7.Value=TrueThen'
一阶
Bbian1=Val(Text9.Text)
Abian1=Val(Text10.Text)
H0bian1=Val(Text11.Text)
EndIf
IfOption8.Value=TrueThen'
二阶
Bbian2=Val(Text12.Text)
Abian2=Val(Text13.Text)
H0bian2=Val(Text14.Text)
IfOption9.Value=TrueThen'
三阶
Bbian3=Val(Text15.Text)
Abian3=Val(Text16.Text)
H0bian3=Val(Text17.Text)
CallTianJiaBianL
1.基础高度及变阶处高度的确定
IfOption4.Value=TrueOrOption5.Value=TrueThen
BhcH=50/1000
JichuH0=BeiH1/1000+BeiA1/1000+BhcH
基础高度H0(m)"
H0="
Format(JichuH0,"
杯底厚度t(mm)"
t="
Format(BeiT,"
基底净反力计算
CallPnmaxnmin(Fload,Llong,Bwide,Pjmax,Pjmin,Mshot,Mlong)
基底净反力最大值Pjmax(kPa)"
基底净反力最小值Pjmin(kPa)"
(1)柱与基础交接处的冲切强度验算
Bt'
冲切破坏锥体斜截面的上边长(m)
Bm'
冲切破坏锥体斜截面的下边长(m)
Bt=Bczhu
Bb=Bczhu+2#*H0xiao
Bm=(Bt+Bb)/2
IfBwide<
BbThen
Fl=Pjmax*(Llong/2-Lczhu/2-H0xiao)*Bwide
Fl=Pjmax*((Llong/2-Lczhu/2-H0xiao)*Bwide-(Bwide/2-Bczhu/2-H0xiao)^2)
柱与基础交接处的冲切力(kN)"
Fl="
Format(Fl,"
Fqiangdu=0.6*FkTshj*Bm*H0xiao
柱与基础交接处的抗冲切力(kN)"
Fqiangdu="
Format(Fqiangdu,"
IfFl<
FqiangduThen
满足要求"
重新调整h0后,再进行验算"
(2)变阶Ⅰ-Ⅰ
(1)处的冲切验算
IfOption7.Value=TrueOrOption8.Value=TrueOrOption9.Value=TrueThen
Bt=Bbian1
Bb=Bt+2#*H0bian1
FlBian1=Pjmax*(Llong/2-Abian1/2-H0bian1)*Bwide
FlBian1=Pjmax*((Llong/2-Abian1/2-H0bian1)*-(Bwide/2-Bbian1/2-H0bian1)^2)
变阶Ⅰ-Ⅰ
(1)处的冲切力(kN)"
Format(FlBian1,"
FqiangduBian1=0.6*FkTshj*Bm*H0bian1
变阶Ⅰ-Ⅰ
(1)处的抗冲切力(kN)"
Fqiangdubian1="
Format(FqiangduBian1,"
IfFlBian1<
FqiangduBian1Then
重新调整H0bian1后,再进行验算"
(3)变阶Ⅰ-Ⅰ
(2)处的冲切验算
IfOption8.Value=TrueOrOption9.Value=TrueThen
Bt=Bbian2
Bb=Bt+2#*H0bian2
FlBian2=Pjmax*(Llong/2-Abian2/2-H0bian2)*Bwide
FlBian2=Pjmax*((Llong/2-Abian2/2-H0bian2)*-(Bwide/2-Bbian2/2-H0bian2)^2)
变阶Ⅰ-Ⅰ
(2)处的冲切力(kN)"
Flbian2="
Format(FlBian2,"
FqiangduBian2=0.6*FkTshj*Bm*H0bian2
变阶Ⅰ-Ⅰ
(2)处的抗冲切力(kN)"
Fqiangdubian2="
Format(FqiangduBian2,"
IfFlBian2<
FqiangduBian2Then
重新调整H0bian3后,再进行验算"
(4)变阶Ⅰ-Ⅰ(3)处的冲切验算
IfOption9.Value=TrueThen
Bt=Bbian3
Bb=Bt+2#*H0bian3
FlBian3=Pjmax*(Llong/2-Abian3/2-H0bian3)*Bwide
FlBian3=Pjmax*((Llong/2-Abian3/2-H0bian3)*-(Bwide/2-Bbian3/2-H0bian2)^3)
变阶Ⅰ-Ⅰ(3)处的冲切力(kN)"
Flbian3="
Format(FlBian3,"
FqiangduBian3=0.6*FkTshj*Bm*H0bian3
变阶Ⅰ-Ⅰ(3)处的抗冲切力(kN)"
Fqiangdubian3="
Format(FqiangduBian3,"
IfFlBian3<
FqiangduBian3Then
2底板弯矩及配筋计算
柱边
长边L方向
Pj1=Pjmin+(Pjmax-Pjmin)*(Llong-((Llong-Lczhu)/2#))/Llong
M11=1/12*((Llong-Lczhu)/2)^2*(2*Bwide+Bczhu)*(Pjmax+Pj1)
长边L向柱与基础交接处的基底净压力(kPa)"
Pj1="
Format(Pj1,"
长边L向柱与基础交接处的基底弯矩(kN.m)"
M11="
Format(M11,"
变阶处Ⅰ-Ⅰ
(1)
Pj1bian1=Pjmin+(Pjmax-Pjmin)*(Llong-((Llong-Abian1)/2#))/Llong
M11Bian1=1/12*((Llong-Abian1)/2)^2*(2*Bwide+Bbian1)*(Pjmax+Pj1bian1)
长边L向变阶Ⅰ-Ⅰ
(1)处的基底净压力(kPa)"
Pj1bian1="
Format(Pj1bian1,"
长边L向变阶Ⅰ-Ⅰ
(1)处的基底弯矩(kN.m)"
M11bian1="
Format(M11Bian1,"
变阶处Ⅰ-Ⅰ
(2)
Pj1bian2=Pjmin+(Pjmax-Pjmin)*(Llong-((Llong-Abian2)/2#))/Llong
M11Bian2=1/12*((Llong-Abian2)/2)^2*(2*Bwide+Bbian2)*(Pjmax+Pj1bian2)
长边L向变阶Ⅰ-Ⅰ
(2)处的基底净压力(kPa)"
Pj1bian2="
Format(Pj1bian2,"
长边L向变阶Ⅰ-Ⅰ
(2)处的基底弯矩(kN.m)"
M11bian2="
Format(M11Bian2,"
变阶处Ⅰ-Ⅰ(3)
IfOption9.