



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(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡介
框架梁彎矩調(diào)幅計(jì)算表4-1,,,,,,,,,
荷載種類,桿件,跨向,彎矩標(biāo)準(zhǔn)值(kN·m),,,調(diào)幅系數(shù),調(diào)幅后彎矩標(biāo)準(zhǔn)值(kN·m),,
,,,Mlo,Mro,M0,β,Ml,Mr,M
恒載,頂層,AB,-39.63,-59.26,72.99,0.90,-35.67,-53.33,77.93
,,BC,-27.26,-27.26,-20.28,0.90,-24.53,-24.53,-17.55
,五層,AB,-50.02,-55.42,45.92,0.90,-45.02,-49.88,51.19
,,BC,-9.18,-9.18,-3.56,0.90,-8.26,-8.26,-2.64
,四層,AB,-45.74,-53.77,48.88,0.90,-41.17,-48.39,53.86
,,BC,-10.27,-10.27,-4.65,0.90,-9.24,-9.24,-3.62
,三層,AB,-47.36,-54.35,47.81,0.90,-42.62,-48.92,52.90
,,BC,-9.90,-9.90,-4.28,0.90,-8.91,-8.91,-3.29
,二層,AB,-41.03,-51.58,52.37,0.9,-36.93,-46.42,57.00
,,BC,-17.45,-17.45,-4.28,0.9,-15.71,-15.71,-2.54
活載(1),頂層,AB,-2.14,-3.42,3.67,0.90,-1.93,-3.08,3.95
,,BC,-2.26,-2.26,-2.57,0.90,-2.03,-2.03,-2.34
,五層,AB,-2.38,-1.94,2.91,0.90,-2.14,-1.75,3.13
,,BC,-0.85,-0.85,-2.03,0.90,-0.77,-0.77,-1.95
,四層,AB,-17.65,-22.26,10.34,0.90,-15.89,-20.03,12.34
,,BC,-4.25,-4.25,-4.25,0.90,-3.83,-3.83,-3.83
,三層,AB,-3.92,-2.62,5.17,0.90,-3.53,-2.36,5.50
,,BC,-0.41,-0.41,-2.47,0.90,-0.37,-0.37,-2.43
,二層,AB,-16.85,-21.93,9.59,0.90,-15.17,-19.74,11.53
,,BC,-7.69,-7.69,-7.69,0.90,-6.92,-6.92,-6.92
活載(2),頂層,AB,-5.33,-5.92,2.80,0.90,-4.80,-5.33,3.36
,,BC,-0.44,-0.44,0.44,0.90,-0.40,-0.40,0.48
,五層,AB,-18.26,-22.61,10.55,0.90,-16.43,-20.35,12.59
,,BC,-4.13,-4.13,-4.13,0.90,-3.72,-3.72,-3.72
,四層,AB,-3.36,-2.47,31.66,0.90,-3.02,-2.22,31.95
,,BC,-0.61,-0.61,-2.27,0.90,-0.55,-0.55,-2.21
,三層,AB,-19.89,-23.42,39.74,0.90,-17.90,-21.08,41.91
,,BC,-3.64,-3.64,-3.64,0.90,-3.28,-3.28,-3.28
,二層,AB,-19.36,-23.21,11.13,0.90,-17.42,-20.89,13.26
,,BC,-6.54,-6.54,-6.54,0.90,-5.89,-5.89,-5.89
活載(3),頂層,AB,-5.31,-5.80,14.26,0.90,-4.78,-5.22,14.82
,,BC,-0.50,-0.50,-0.50,0.90,-0.45,-0.45,-0.45
,五層,AB,-18.08,-23.41,7.51,0.90,-16.27,-21.07,9.58
,,BC,-5.71,-5.71,-3.91,0.90,-5.14,-5.14,-3.34
,四層,AB,-3.54,-1.61,7.98,0.90,-3.19,-1.45,8.24
,,BC,-0.96,-0.96,-0.96,0.90,-0.86,-0.86,-0.86
,三層,AB,-19.70,-24.14,52.66,0.90,-17.73,-21.73,54.85
,,BC,-5.25,-5.25,-2.37,0.90,-4.73,-4.73,-1.85
,二層,AB,-19.16,-23.88,51.50,0.90,-17.24,-21.49,53.65
,,BC,-8.03,-8.03,-5.15,0.90,-7.23,-7.23,-4.35
活載(4),頂層,AB,-4.90,-5.55,3.07,0.90,-4.41,-5.00,3.59
,,BC,-1.02,-1.02,-0.44,0.90,-0.92,-0.92,-0.34
,五層,AB,-20.05,-24.27,9.22,0.90,-18.05,-21.84,11.44
,,BC,-5.15,-5.15,-2.27,0.90,-4.64,-4.64,-1.76
,四層,AB,-24.43,-24.92,10.25,0.90,-21.99,-22.43,12.72
,,BC,-4.77,-4.77,-1.89,0.90,-4.29,-4.29,-1.41
,三層,AB,-27.67,-24.98,10.60,0.90,-24.90,-22.48,13.23
,,BC,-4.70,-4.70,-1.82,0.90,-4.23,-4.23,-1.35
,二層,AB,-18.83,23.74,8.17,0.90,-16.95,21.37,7.92
,,BC,-8.14,-8.17,-5.26,0.90,-7.33,-7.35,-4.44
0.5(雪+活),頂層,AB,-3.68,-4.68,1.97,0.90,-3.31,-4.21,2.39
,,BC,-1.52,-1.52,-1.16,0.90,-1.37,-1.37,-1.01
,五層,AB,-10.00,-12.58,13.81,0.90,-9.00,-11.32,14.94
,,BC,-3.31,-3.31,-0.97,0.90,-2.98,-2.98,-0.64
,四層,AB,-10.57,-12.73,13.54,0.90,-9.51,-11.46,14.71
,,BC,-3.22,-3.22,-0.88,0.90,-2.90,-2.90,-0.56
,三層,AB,-10.73,-12.78,13.45,0.90,-9.66,-11.5
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(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)頁內(nèi)容里面會(huì)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(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。
最新文檔
- 規(guī)范物業(yè)管理合同
- 裝修公司臨時(shí)用工合同范本2
- 股權(quán)眾籌協(xié)議合同
- 倉儲(chǔ)物流服務(wù)合同協(xié)議概要說明
- 車位使用權(quán)轉(zhuǎn)讓合同樣本
- 房屋租賃合同補(bǔ)充協(xié)議書
- 私人借款質(zhì)押合同模板
- 公司員工臨時(shí)借款合同
- 住宅翻新合同范本一
- 農(nóng)產(chǎn)品加工項(xiàng)目合同
- 初中物理人教版八年級(jí)下冊 第1節(jié)牛頓第一定律 課件
- 網(wǎng)站培訓(xùn)內(nèi)容trswcm65表單選件用戶手冊
- 監(jiān)理大綱(范本)
- 空調(diào)系統(tǒng)維保記錄表格模板
- 打印版-圓與二次函數(shù)綜合題精練(帶答案)
- 工程結(jié)算書標(biāo)準(zhǔn)
- 氧氣管道吹掃方案(共7頁)
- JJG-943-2011-總懸浮顆粒物采樣器
- 2018年湖北省襄陽市中考物理試卷
- 波程差與光程差
- 常用測井曲線符號(hào)及單位(最規(guī)范版)
評(píng)論
0/150
提交評(píng)論