恒荷載作用下梁端剪力與柱軸力1_第1頁(yè)
恒荷載作用下梁端剪力與柱軸力1_第2頁(yè)
恒荷載作用下梁端剪力與柱軸力1_第3頁(yè)
恒荷載作用下梁端剪力與柱軸力1_第4頁(yè)
恒荷載作用下梁端剪力與柱軸力1_第5頁(yè)
已閱讀5頁(yè),還剩4頁(yè)未讀, 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說(shuō)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(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

BC跨CD跨Q1Q2Q3Q4L1L2M左1047331514458126002405239912533159425286002406521812533159425286002406437712533159425286002406437612533159425286002406400512533159425286002406513412533159425286002406554312533159425286002406532212533159425286002406523112533159425286002406429層次恒荷載作用下BC跨梁端彎矩BC跨CD跨作用荷載跨度BC跨CD跨BC跨CD跨CD跨M右VBVCVCVDVBVCVCVDVBVCVCVD522257531352003000575057551352647665851012007000657865931012640665851012005000658065901012640665851012005000658065901012637965851012004000658265891012642765851012014000657165991012642865851012021000656466061012645865851012012000657365971012645665851012011000657465961012629065851012023000656266081012BC跨梁端彎矩BC跨荷載引起剪力彎矩引起剪力總剪力B柱C柱P1P2QNUNLNUNL13773134552722519523222452056323285117841329127225406074332944180469031178413291272256169364416677967051811784132912722582779855029141194133117841329137225103867107590115024118747117611327232400125922129162139630142870117611327232400147487150727163760167000117611327232400169060172300187880191120117611327232400190635193875212000215240117381325251230212175217298236112241235柱自重柱軸力B柱C柱集中荷載BC跨CD跨Q1Q2Q3Q4L1L2M左M右1053430060024014171452953430060024015941594853430060024015591566753430060024015591566653430060024015501560553430060024015771571453430060024015881570353430060024015831577253430060024015811577153430060024015541539層次活荷載作用下BC跨梁端彎矩BC跨CD跨作用荷載跨度BC跨CD跨BC跨CD跨CD跨B柱C柱VBVCVCVDVBVCVCVDVBVCVCVDP1P216023600060001608159636022502826160236000000016021602360225028261602360001000160316013602250282616023600010001603160136022502826160236000200016041600360225028261602360001000160116033602250282616023600030001599160536022502826160236000100016011603360225028261602360001000160116033602250282616023600020001600160536022502826BC跨荷載引起剪力彎矩引起剪力總剪力集中荷載QNUNLNUNL272253858658047827505272251043213155122931501527225170081973119802225252722523584263062731130034372253016033882348203854332400377334097343332465723240044822480625136354603324005191355153593926263232400590056224567420706605123066094712177545180574柱自重柱軸力B柱C柱AB跨BC跨Q1Q2Q3Q4L1L2M左105902400315144075024014016911631556315934750240127458116315563159347502401274571163155631593475024012745611631556315934750240127455116315563159347502401274541163155631593475024012745311631556315934750240127452116315563159347502401274511163155631593475024012745層次恒荷載作用下AB跨梁端彎矩AB跨BC跨作用荷載跨度AB跨BC跨AB跨BC跨BC跨M右VAVBVBVCVAVBVBVCVAVBVBVC1401611213210600000011213112132106127451019614990000001019610196149912745101961499000000101961019614991274510196149900000010196101961499127451019614990000001019610196149912745101961499000000101961019614991274510196149900000010196101961499127451019614990000001019610196149912745101961499000000101961019614991274510196149900000010196101961499AB跨梁端彎矩AB跨荷載引起剪力彎矩引起剪力總剪力A柱B柱P1P2QNUNLNUNL2786623366298803907942067366853967316760209872988069023720117235575343167602098729880989681019561080251110131673121149356401288831324471438571474211673121149356401593741629381802651838291673121149356401898651934292166732202371673121149356402

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)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(qǐng)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(qǐng)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(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)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(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)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(duì)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(qǐng)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(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

評(píng)論

0/150

提交評(píng)論