恒荷載下的內(nèi)力_第1頁
恒荷載下的內(nèi)力_第2頁
恒荷載下的內(nèi)力_第3頁
恒荷載下的內(nèi)力_第4頁
恒荷載下的內(nèi)力_第5頁
已閱讀5頁,還剩2頁未讀, 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認(rèn)領(lǐng)

文檔簡介

,AC跨梁端剪力,層次,q(kN/m),g(kN/m),a(m),l(m),gl/2,u,MAB(kN/m),MBA(kN/m),ΣMik/l,VA,VC,,AC跨中彎矩,,層次,q(kN/m),g(kN/m),a(m),l(m),gl/2,u,MAB(kN/m),MBA(kN/m),ΣMik/l,VA,M,,,層次,,邊柱A軸,,,,中柱C軸、D軸,,,,邊柱A軸,,,

,,1,11.66,3.38,1.80,6.00,10.14,24.49,-24.79,41.74,2.83,31.80,-37.45,,,,1,11.66,3.38,1.80,6.00,10.14,24.49,-24.79,41.74,2.83,31.80,-29.69,,,,,橫梁端部壓力,縱梁端部壓力,柱重,柱軸力,橫梁端部壓力,縱梁端部壓力,柱重,柱軸力,橫梁端部壓力,縱梁端部壓力,柱重,柱軸力

,,2,11.66,3.38,1.80,6.00,10.14,24.49,-25.87,41.99,2.69,31.94,-37.31,,,,2,11.66,3.38,1.80,6.00,10.14,24.49,-25.87,41.99,2.69,31.94,-29.03,,,1,柱頂,31.80,22.40,21.62,871.82,47.12,14.06,34.41,976.38,31.80,22.40,34.41,908.94

,,3,11.66,3.38,1.80,6.00,10.14,24.49,-25.87,41.99,2.69,31.94,-37.31,,,,3,11.66,3.38,1.80,6.00,10.14,24.49,-25.87,41.99,2.69,31.94,-29.03,,,,柱底,,,,893.44,,,,1010.79,,,,943.35

,,4,11.66,3.38,1.80,6.00,10.14,24.49,-25.87,41.99,2.69,31.94,-37.31,,,,4,11.66,3.38,1.80,6.00,10.14,24.49,-25.87,41.99,2.69,31.94,-29.03,,,2,柱頂,31.94,22.40,15.68,801.94,46.98,14.06,24.96,890.24,31.94,22.40,24.96,829.78

,,5,11.66,3.38,1.80,6.00,10.14,24.49,-26.48,39.89,2.24,32.39,-36.86,,,,5,11.66,3.38,1.80,6.00,10.14,24.49,-26.48,39.89,2.24,32.39,-29.77,,,,柱底,,,,817.62,,,,915.20,,,,854.74

,,6,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-35.72,,,,6,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-31.48,,,3,柱頂,31.94,22.40,15.68,731.92,46.98,14.06,24.96,804.24,31.94,22.40,24.96,750.48

,,7,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-35.72,,,,7,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-31.48,,,,柱底,,,,747.60,,,,829.20,,,,775.44

,,8,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-35.72,,,,8,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-31.48,,,4,柱頂,31.94,22.40,15.68,661.90,46.98,14.06,24.96,718.24,31.94,22.40,24.96,671.18

,,9,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-35.72,,,,9,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-31.48,,,,柱底,,,,677.58,,,,743.20,,,,696.14

,,10,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-35.72,,,,10,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-31.48,,,5,柱頂,32.39,22.40,15.68,591.88,46.53,14.06,24.96,632.24,32.39,22.40,24.96,591.88

,,11,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-35.72,,,,11,11.66,3.38,1.80,6.00,10.14,24.49,-28.18,34.77,1.10,33.53,-31.48,,,,柱底,,,,607.56,,,,657.20,,,,616.84

,,12,14.00,3.38,1.80,6.00,10.14,29.40,-24.85,37.86,2.17,37.37,-41.71,,,,12,14.00,3.38,1.80,6.00,10.14,29.40,-24.85,37.86,2.17,37.37,-41.19,,,6,柱頂,33.53,22.40,15.68,521.41,45.39,14.06,15.68,555.97,33.53,22.40,15.68,521.41

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,柱底,,,,537.09,,,,571.65,,,,537.09

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7,柱頂,34.53,22.40,15.68,449.80,46.39,14.06,15.68,480.84,34.53,22.40,15.68,449.80

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,柱底,,,,465.48,,,,496.52,,,,465.48

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,8,柱頂,35.53,22.40,15.68,377.19,47.39,14.06,15.68,404.71,35.53,22.40,15.68,377.19

,CD跨梁端剪力,層次,q(kN/m),g(kN/m),l(m),gl/2,l×q/4,VC,VD,,,,,,,,,,,,,,,,,,,,,,,柱底,,,,392.87,,,,420.39,,,,392.87

,,1,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-37.45,47.12,,,,,,,,,,,,,,,,,,9,柱頂,36.53,22.40,15.68,303.58,48.39,14.06,15.68,327.58,36.53,22.40,15.68,303.58

,,2,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-37.31,46.98,,,,,,,,,,,,,,,,,,,柱底,,,,319.26,,,,343.26,,,,319.26

,,3,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-37.31,46.98,,,,,,,,,,,,,,,,,,10,柱頂,37.53,22.40,15.68,228.97,49.39,14.06,15.68,249.45,37.53,22.40,15.68,228.97

,,4,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-37.31,46.98,,,,,,,,,,,,,,,,,,,柱底,,,,244.65,,,,265.13,,,,244.65

,,5,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-36.86,46.53,,,,,,,,,,,,,,,,,,11,柱頂,38.53,22.40,15.68,153.36,50.39,14.06,15.68,170.32,38.53,22.40,15.68,153.36

,,6,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-35.72,45.39,,,,,,,,,,,,,,,,,,,柱底,,,,169.04,,,,186.00,,,,169.04

,,7,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-35.72,45.39,,,,,,,,,,,,,,,,,,12,柱頂,37.37,39.38,15.68,76.75,52.61,37.58,15.68,90.19,37.37,39.38,15.68,76.75

,,8,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-35.72,45.39,,,,,,,,,,,,,,,,,,,柱底,,,,92.43,,,,105.87,,,,92.43

,,9,11.66,3.38,2.10,3.55,6.12,9.67,-9.67,,,-35.72,45.39,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,10,11.66,3.38,2.10,3.55,6.12,9.67,-9.

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(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)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