上部和下部算例橋墩樁基計算書_第1頁
上部和下部算例橋墩樁基計算書_第2頁
上部和下部算例橋墩樁基計算書_第3頁
上部和下部算例橋墩樁基計算書_第4頁
上部和下部算例橋墩樁基計算書_第5頁
已閱讀5頁，還剩43頁未讀， 繼續免費閱讀

下載本文檔

版權說明：本文檔由用戶提供并上傳，收益歸屬內容提供方，若內容存在侵權，請進行舉報或認領

文檔簡介

（JTGD60—《公路橋涵地基與基礎設計規范》(JTGD63—（JTGD62—樁頂標高樁底標高是荷載位置集中力集中矩 X00Y000ZP-0X00Y000ZP-0X00-Y000ZP-0X00-Y000ZP-0X00-Y00ZP00X00Y0-0ZP001m5000600007-0008-0009-000-000-000mmXb1Yb1Xb1Yb12X向變形系數(m-Y向變形系數(m-X向變形系數(m-Y向變形系數(m-XY(kN?XY1.9e-等代模型中柱材料彈性模量單樁詳細報告(1號樁樁頂坐標：x=0y=0,地面或河床標高000010000002003004005006000070080094002003.6e-002.4e-000000000000000000000000000000000000000000000000000000000000上部恒載中跨荷載樁身Qx上部恒載中跨荷載樁身Qx 5 上部恒載中跨荷載樁身Qy0123456789 上部恒載中跨荷載樁身Mx0上部恒載中跨荷載樁身Mx0123456789 上部恒載中跨荷載樁身My020406080100120 上部恒載中跨荷載樁身N050100150200250300350 N0000100000020030040050060000700800900001.6e-0000000000.000000000000000000000000000000000000上部恒載邊跨荷載樁身Qx上部恒載邊跨荷載樁身Qx 81012 上部恒載邊跨荷載樁身Qy0123456789 上部恒載邊跨荷載樁身Mx0上部恒載邊跨荷載樁身Mx0123456789 上部恒載邊跨荷載樁身My 上部恒載邊跨荷載樁身N 5 120160N0000-1000-000-2-00-3-00-4-00-5-00-6-00--00-7-00-8-00-9-00--00-000000000000000000000000000000000000000000000000000000000000000000000000000000汽車中跨荷載樁身Qx-25汽車中跨荷載樁身Qx-25-20-15- - 汽車中跨荷載樁身Qy0123456789 汽車中跨荷載樁身Mx0汽車中跨荷載樁身Mx0123456789 汽車中跨荷載樁身My-120-100-80-60-40- 汽車中跨荷載樁身N050100150200250300 N0000-1000-000-2-00-3-00-4-00-5-00-6-00--00-7-00-8-00-9-00-00000000000000000000000000000000000000000000000000000000000000000000000000000000汽車邊跨荷載樁身Qx-7汽車邊跨荷載樁身Qx-7-6-5-4-3-2-1 Min:-汽車邊跨荷載樁身Qy0123456789 汽車邊跨荷載樁身Mx0汽車邊跨荷載樁身Mx0123456789 汽車邊跨荷載樁身My-30-25-20-15-10- Min:-汽車邊跨荷載樁身N 100150200 N0000-1000-000-2000-3000-40-00-50-00-60-00-0-00-70-00-80-00-90-00-0-00-0-00-00000000000000000000000000000000000000000000000000000000000000000000000000制動力正荷載樁身Qx-制動力正荷載樁身Qx- - 制動力正荷載樁身Qy0123456789 制動力正荷載樁身Mx0制動力正荷載樁身Mx0123456789 制動力正荷載樁身My-300-250-200-150-100- 制動力正荷載樁身N0123456789 N00-0010-000-0020-0030-00400050006000000700080009000000030000000000000000000000000000000000000000000000000000000000000000000000000000制動力負荷載樁身Qx-制動力負荷載樁身Qx- - Min:-制動力負荷載樁身Qy0123456789 制動力負荷載樁身Mx0制動力負荷載樁身Mx0123456789 制動力負荷載樁身My050100150200250300 制動力負荷載樁身N0123456789 N5.3.75.3.8條計算，下列各表中的組合名稱定義如下：0000005.3.75.3.8(m)(kPa)受壓樁徑受拉樁徑556789樁端以上各土層的平均重001樁側部分受壓承載力樁端部分受壓承載力承載力受壓承載力豎向力1是是軸向受拉承載力樁身最小豎向力0是-是4.1.60000000-1000000-000000-2000000-3000000-4000000-5000000-6000000-000000-7000000-8000000-9000000-07e-05.2e-5.2e-07e-07e-00-04.7e-4.7e-03.4e-3.4e-04.7e-4.7e-04.7e-4.7e-00-000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000N N 810125×100123456789 5 5 120160N N 810125×100123456789 5 N N 810125×100123456789 -400- 200400 Min:-0是是是是是是1是是是是是是是是是是是是2是是是是是是3是是是是是是4是是是是是是5是是是是是是6是是是是是是是是是是是是7是是是是是是8是是是是是是9是是是是是是是5.2e-是是是是是4.7e-是3.4e-是4.7e-是4.7e-是是是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0是0202468101214165×10N30024681012145×10N300202468101214165×10N3002468101214165×10N3002024681012145×10N30024681012145×10N30NMXMYML00000001000000-000000-2000000-3000000-4000000-5000000-6000000-000000-7000000-8000000-9000000-04e-05.2e-5.2e-04e-04e-00-02.6e-2.6e-03.4e-3.4e-02.6e-2.6e-02.6e-2.6e-00-000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000N0100200N0100200300400500600 0123456789 120160M 12016055 N0N0100200300400500600 0123456789 020406080100120140M02040608010012014055 N0N0100200300400500600 0123456789 - M 200 40055 00000001000000-000000-2000000-3000000-4000000-5000000-6000000-000000-7000000-8000000-9000000-03.1e-3.1e-05.2e-5.2e-03.1e-3.1e-03.1e-3.1e-00-02e-03.4e-3.4e-02e-02e-00-000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000M00N0N0100200300400500600700 0123456789 120160M 12016055 N0N0100200300400500600700 0123456789 55 N0100N0100200300400500600700 0123456789 - M 200 40055 04.2e-是4.1e-是4.2e-是4.2e-是4.3e-是5.2e-是14.2e-是4.1e-是4.2e-是4.2e-是4.5e-是是4.2e-是4.1e-是4.2e-是4.2e-是4.5e-是3.2e-是24.2e-是4.1e-是4.2e-是4.2e-是4.7e-是3.6e-是34.4e-是4.2e-是4.4e-是4.4e-是4.8e-是是44.4e-是4.2e-是4.4e-是4.4e-是4.8e-是是54.3e-是4.1e-是4.3e-是4.3e-是4.6e-是是64.3e-是是4.3e-是4.3e-是4.4e-是是4.3e-是是4.3e-是4.3e-是4.3e-是3.9e-是74.2e-是是4.2e-是4.2e-是4.2e-是3.9e-是84.2e-是3.9e-是4.2e-是4.2e-是是3.8e-是94.2e-是3.9e-是4.2e-是4.2e-是3.9e-是3.8e-是3.1e-0是5.2e-0是3.1e-0是3.1e-0是0是0是0是3.4e-0是0是0是0是0是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是00是

溫馨提示

  • 1. 本站所有資源如無特殊說明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請聯系上傳者。文件的所有權益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網頁內容里面會有圖紙預覽，若沒有圖紙預覽就沒有圖紙。
  • 4. 未經權益所有人同意不得將文件中的內容挪作商業或盈利用途。
  • 5. 人人文庫網僅提供信息存儲空間，僅對用戶上傳內容的表現方式做保護處理，對用戶上傳分享的文檔內容本身不做任何修改或編輯，并不能對任何下載內容負責。
  • 6. 下載文件中如有侵權或不適當內容，請與我們聯系，我們立即糾正。
  • 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論