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(jìn)行舉報或認(rèn)領(lǐng)
文檔簡介
橫梁彎矩控制值計算,,,,,,,,
層次,位置,截面,荷載,,M(KN*m),V(KN),b(mm),M1=M-V*b/2
,,,,,,,,,
7,左邊跨,B7右,恒①,,-41.17,62.33,600,-22.47
,,,活②,,-11.33,16.59,,-6.35
,,,地震左③,,50.78,-16.12,,45.94
,,,地震右④,,-50.78,16.12,,-45.94
,,,1.2×(①+0.5②)+1.3×③,,9.81,63.79,,28.95
,,,1.2×(①+0.5②)+1.3×④,,-122.22,105.70,,-90.51
,,C7左,恒①,,-45.07,-63.85,600,-25.92
,,,活②,,-17.16,-4.93,,-15.68
,,,地震左③,,-45.95,-16.12,,-41.11
,,,地震右④,,45.96,16.12,,41.12
,,,1.2×(①+0.5②)+1.3×③,,-121.48,-107.88,,-89.12
,,,1.2×(①+0.5②)+1.3×④,,-2.01,-65.96,,17.78
,中跨,C7右,恒①,,-8.32,13.78,600,-4.19
,,,活②,,-0.43,3.60,,0.65
,,,地震左③,,15.89,-13.24,,11.92
,,,地震右④,,-15.89,13.24,,-11.92
,,,1.2×(①+0.5②)+1.3×③,,10.42,1.49,,10.87
,,,1.2×(①+0.5②)+1.3×④,,-30.90,35.91,,-20.13
,,D7左,恒①,,-8.32,-13.78,600,-4.19
,,,活②,,-0.43,-3.60,,0.65
,,,地震左③,,-15.89,-13.24,,-11.92
,,,地震右④,,15.89,13.24,,11.92
,,,1.2×(①+0.5②)+1.3×③,,-30.90,-35.91,,-20.13
,,,1.2×(①+0.5②)+1.3×④,,10.41,-1.49,,10.86
,右邊跨,D7右,恒①,,-45.07,63.85,600,-25.92
,,,活②,,-12.77,17.16,,-7.62
,,,地震左③,,45.95,-16.12,,41.11
,,,地震右④,,-45.95,16.12,,-41.11
,,,1.2×(①+0.5②)+1.3×③,,-2.01,65.96,,17.78
,,,1.2×(①+0.5②)+1.3×④,,-121.48,107.87,,-89.12
,,E7左,恒①,,-41.17,-62.33,600,-22.47
,,,活②,,-11.33,-16.59,,-6.35
,,,地震左③,,-50.78,-16.12,,-45.94
,,,地震右④,,50.78,16.12,,45.94
,,,1.2×(①+0.5②)+1.3×③,,-122.22,-105.70,,-90.51
,,,1.2×(①+0.5②)+1.3×④,,9.81,-63.79,,28.95
6,左邊跨,B6,恒①,,-37.22,44.17,600,-23.97
,,,活②,,-13.73,16.81,,-8.69
,,,地震左③,,95.97,-31.03,,86.66
,,,地震右④,,-95.97,31.03,,-86.66
,,,1.2×(①+0.5②)+1.3×③,,71.86,22.75,,78.69
,,,1.2×(①+0.5②)+1.3×④,,-177.67,103.43,,-146.64
,,C6左,恒①,,-37.59,-44.31,600,-24.30
,,,活②,,-14.06,-16.94,,-8.98
,,,地震左③,,-90.19,-31.03,,-80.88
,,,地震右④,,90.19,31.03,,80.88
,,,1.2×(①+0.5②)+1.3×③,,-170.79,-103.68,,-139.69
,,,1.2×(①+0.5②)+1.3×④,,63.71,-23.00,,70.61
,中跨,C6右,恒①,,-3.54,9.71,600,-0.63
,,,活②,,-1.96,4.50,,-0.61
,,,地震左③,,31.20,-26.00,,23.40
,,,地震右④,,-31.20,26.00,,-23.40
,,,1.2×(①+0.5②)+1.3×③,,35.14,-19.45,,29.31
,,,1.2×(①+0.5②)+1.3×④,,-45.98,48.15,,-31.54
,,D6左,恒①,,-3.54,-9.71,600,-0.63
,,,活②,,-1.96,-4.50,,-0.61
,,,地震左③,,-31.20,-26.00,,-23.40
,,,地震右④,,31.20,26.00,,23.40
,,,1.2×(①+0.5②)+1.3×③,,-45.98,-48.15,,-31.54
,,,1.2×(①+0.5②)+1.3×④,,35.14,19.45,,29.31
,右邊跨,D6右,恒①,,-37.59,44.31,600,-24.30
,,,活②,,-14.06,16.94,,-8.98
,,,地震左③,,90.19,-31.03,,80.88
,,,地震右④,,-90.19,31.03,,-80.88
,,,1.2×(①+0.5②)+1.3×③,,63.71,23.00,,70.61
,,,1.2×(①+0.5②)+1.3×④,,-170.79,103.68,,-139.69
,,E6左,恒①,,-37.22,-44.17,600,-23.97
,,,活②,,-13.73,-16.81,,-8.69
,,,地震左③,,-95.97,-31.03,,-86.66
,,,地震右④,,95.97,31.03,,86.66
,,,1.2×(①+0.5②)+1.3×③,,-177.67,-103.43,,-146.64
,,,1.2×(①+0.5②)+1.3×④,,71.86,-22.75,,78.69
5,左邊跨,B5,恒①,,-35.00,44.05,600,-21.79
,,,活②,,-13.33,16.79,,-8.29
,,,地震左③,,146.45,-47.04,,132.34
,,,地震右④,,-146.45,47.04,,-132.34
,,,1.2×(①+0.5②)+1.3×③,,140.38,1.78,,140.91
,,,1.2×(①+0.5②)+1.3×④,,-240.39,124.08,,-203.17
,,C5左,恒①,,-36.00,-44.44,600,-22.67
,,,活②,,-13.77,-16.96,,-8.68
,,,地震左③,,-135.79,-47.04,,-121.68
,,,地震右④,,135.79,47.04,,121.68
,,,1.2×(①+0.5②)+1.3×③,,-227.99,-124.65,,-190.60
,,,1.2×(①+0.5②)+1.3×④,,125.07,-2.35,,125.78
,中跨,C5右,恒①,,-4.08,9.71,600,-1.17
,,,活②,,-0.80,4.50,,0.55
,,,地震左③,,46.97,-30.14,,37.93
,,,地震右④,,-46.97,39.14,,-35.23
,,,1.2×(①+0.5②)+1.3×③,,55.69,-36.53,,44.73
,,,1.2×(①+0.5②)+1.3×④,,-66.44,65.23,,-46.87
,,D5左,恒①,,-4.08,-9.71,600,-1.17
,,,活②,,-0.80,-4.50,,0.55
,,,地震左③,,-46.97,-39.14,,-35.23
,,,地震右④,,46.97,39.14,,35.23
,,,1.2×(①+0.5②)+1.3×③,,-66.44,-65.23,,-46.87
,,,1.2×(①+0.5②)+1.3×④,,55.69,36.53,,44.73
,右邊跨,D5右,恒①,,-36.00,44.44,600,-22.67
,,,活②,,-13.77,16.96,,-8.68
,,,地震左③,,135.79,-47.04,,121.68
,,,地震右④,,-135.79,47.04,,-121.68
,,,1.2×(①+0.5②)+1.3×③,,125.07,2.35,,125.78
,,,1.2×(①+0.5②)+1.3×④,,-227.99,124.66,,-190.59
,,E5左,恒①,,-35.00,-44.05,600,-21.79
,,,活②,,13.33,-16.79,,18.37
,,,地震左③,,-146.45,-47.04,,-132.34
,,,地震右④,,146.45,47.04,,132.34
,,,1.2×(①+0.5②)+1.3×③,,-240.39,-124.08,,-203.17
,,,1.2×(①+0.5②)+1.3×④,,140.38,-1.78,,140.91
4,左邊跨,B4,恒①,,-35.00,44.05,600,-21.79
,,,活②,,-13.33,16.79,,-8.29
,,,地震左③,,193.30,-62.09,,174.67
,,,地震右④,,-193.30,62.09,,-174.67
,,,1.2×(①+0.5②)+1.3×③,,201.29,26.88,,209.35
,,,1.2×(①+0.5②)+1.3×④,,-301.30,152.75,,-255.48
,,C4左,恒①,,-36.00,-44.44,600,-22.67
,,,活②,,-13.77,-16.94,,-8.69
,,,地震左③,,-179.23,-62.09,,-160.60
,,,地震右④,,179.23,62.09,,160.60
,,,1.2×(①+0.5②)+1.3×③,,-284.46,-144.21,,-241.20
,,,1.2×(①+0.5②)+1.3×④,,181.54,17.23,,176.37
,中跨,C4右,恒①,,-4.08,9.71,600,-1.17
,,,活②,,-0.80,4.50,,0.55
,,,地震左③,,62.00,-51.67,,46.50
,,,地震右④,,-62.00,51.67,,-46.50
,,,1.2×(①+0.5②)+1.3×③,,75.23,-52.82,,59.38
,,,1.2×(①+0.5②)+1.3×④,,-85.97,81.82,,-61.42
,,D4左,恒①,,-4.08,-9.71,600,-1.17
,,,活②,,-0.80,-4.50,,0.55
,,,地震左③,,-62.00,-51.67,,-46.50
,,,地震右④,,62.00,51.67,,46.50
,,,1.2×(①+0.5②)+1.3×③,,-85.97,-81.82,,-61.42
,,,1.2×(①+0.5②)+1.3×④,,75.23,52.82,,59.38
,右邊跨,D4右,恒①,,-36.00,44.44,600,-22.67
,,,活②,,-13.77,16.94,,-8.69
,,,地震左③,,179.23,-62.09,,160.60
,,,地震右④,,-179.23,62.09,,-160.60
,,,1.2×(①+0.5②)+1.3×③,,181.54,-17.23,,176.37
,,,1.2×(①+0.5②)+1.3×④,,-284.46,144.21,,-241.20
,,E4左,恒①,,-35.00,-44.05,600,-21.79
,,,活②,,-13.33,-16.79,,-8.29
,,,地震左③,,-193.30,-69.09,,-172.57
,,,地震右④,,193.30,69.09,,172.57
,,,1.2×(①+0.5②)+1.3×③,,-301.29,-152.75,,-255.47
,,,1.2×(①+0.5②)+1.3×④,,201.29,26.88,,209.35
3,左邊跨,B3,恒①,,-35.00,44.05,600,-21.79
,,,活②,,-13.33,16.79,,-8.29
,,,地震左③,,243.64,-78.26,,220.16
,,,地震右④,,-243.61,78.26,,-220.13
,,,1.2×(①+0.5②)+1.3×③,,266.73,-38.81,,255.09
,,,1.2×(①+0.5②)+1.3×④,,-366.74,164.67,,-317.34
,,C3左,恒①,,-36.00,-44.44,600,-22.67
,,,活②,,-13.77,-16.96,,-8.68
,,,地震左③,,-225.92,-78.26,,-202.44
,,,地震右④,,225.92,78.26,,202.44
,,,1.2×(①+0.5②)+1.3×③,,-345.16,-165.24,,-295.59
,,,1.2×(①+0.5②)+1.3×④,,242.23,38.23,,230.76
,中跨,C3右,恒①,,-4.08,9.71,600,-1.17
,,,活②,,-0.80,4.50,,0.55
,,,地震左③,,78.15,-65.13,,58.61
,,,地震右④,,-78.15,65.13,,-58.61
,,,1.2×(①+0.5②)+1.3×③,,96.22,-70.32,,75.12
,,,1.2×(①+0.5②)+1.3×④,,-106.97,99.02,,-77.26
,,D3左,恒①,,-4.08,-9.71,600,-1.17
,,,活②,,-0.80,-4.50,,0.55
,,,地震左③,,-78.15,-65.13,,-58.61
,,,地震右④,,78.15,65.13,,58.61
,,,1.2×(①+0.5②)+1.3×③,,-106.97,-99.02,,-77.26
,,,1.2×(①+0.5②)+1.3×④,,96.22,70.32,,75.12
,右邊跨,D3右,恒①,,-36.00,44.44,600,-22.67
,,,活②,,-13.77,16.96,,-8.68
,,,地震左③,,225.92,-78.26,,202.44
,,,地震右④,,-225.92,78.26,,-202.44
,,,1.2×(①+0.5②)+1.3×③,,242.23,-38.23,,230.76
,,,1.2×(①+0.5②)+1.3×④,,-345.16,165.24,,-295.59
,,E3左,恒①,,-35.00,-44.05,600,-21.79
,,,活②,,-13.33,-16.79,,-8.29
,,,地震左③,,-243.64,-78.26,,-220.16
,,,地震右④,,243.64,78.26,,220.16
,,,1.2×(①+0.5②)+1.3×③,,-366.73,-164.67,,-317.33
,,,1.2×(①+0.5②)+1.3×④,,266.73,38.81,,255.09
2,左邊跨,B2,恒①,,-35.15,44.05,600,-21.94
,,,活②,,-13.38,16.79,,-8.34
,,,地震左③,,259.73,-83.41,,234.71
,,,地震右④,,-259.73,83.41,,-234.71
,,,1.2×(①+0.5②)+1.3×③,,287.44,-45.50,,273.79
,,,1.2×(①+0.5②)+1.3×④,,-387.86,171.37,,-336.45
,,C2左,恒①,,-36.10,-44.43,600,-22.77
,,,活②,,-13.81,-16.96,,-8.72
,,,地震左③,,-240.40,-83.41,,-215.38
,,,地震右④,,240.40,83.41,,215.38
,,,1.2×(①+0.5②)+1.3×③,,-364.57,-171.92,,-312.99
,,,1.2×(①+0.5②)+1.3×④,,261.36,44.92,,247.88
,中跨,C2右,恒①,,-3.83,9.71,600,-0.92
,,,活②,,-1.82,4.50,,-0.47
,,,地震左③,,83.31,-69.42,,62.48
,,,地震右④,,-83.31,69.42,,-62.48
,,,1.2×(①+0.5②)+1.3×③,,102.62,-75.90,,79.85
,,,1.2×(①+0.5②)+1.3×④,,-113.99,104.60,,-82.61
,,D2左,恒①,,-3.83,-9.71,600,-0.92
,,,活②,,-1.82,-4.50,,-0.47
,,,地震左③,,-83.31,-69.42,,-62.48
,,,地震右④,,83.31,69.42,,62.48
,,,1.2×(①+0.5②)+1.3×③,,-113.99,-104.60,,-82.61
,,,1.2×(①+0.5②)+1.3×④,,102.62,75.90,,79.85
,右邊跨,D2右,恒①,,-36.10,44.43,600,-22.77
,,,活②,,-13.81,16.96,,-8.72
,,,地震左③,,240.74,-83.41,,215.72
,,,地震右④,,-240.74,83.41,,-215.72
,,,1.2×(①+0.5②)+1.3×③,,261.36,-44.94,,247.88
,,,1.2×(①+0.5②)+1.3×④,,-364.57,171.92,,-312.99
,,E2左,恒①,,-35.15,-44.05,600,-21.94
,,,活②,,-13.38,-16.79,,-8.34
,,,地震左③,,-259.73,-83.41,,-234.71
,,,地震右④,,259.73,83.41,,234.71
,,,1.2×(①+0.5②)+1.3×③,,-387.86,-171.37,,-336.45
,,,1.2×(①+0.5②)+1.3×④,,287.44,45.50,,273.79
1,左邊跨,B1,恒①,,-32.88,43.94,600,-19.70
,,,活②,,-12.52,16.68,,-7.52
,,,地震左③,,264.13,-82.64,,239.34
,,,地震右④,,-264.13,82.64,,-239.34
,,,1.2×(①+0.5②)+1.3×③,,296.40,-44.70,,282.99
,,,1.2×(①+0.5②)+1.3×④,,-390.34,170.17,,-339.29
,,C1左,恒①,,-34.42,-44.54,600,-21.06
,,,活②,,-13.54,-17.08,,-8.42
,,,地震左③,,-231.72,-82.64,,-206.93
,,,地震右④,,231.72,82.64,,206.93
,,,1.2×(①+0.5②)+1.3×③,,-350.66,-171.13,,-299.32
,,,
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。
最新文檔
- 格林酒店財務(wù)制度
- 深圳總工會財務(wù)制度
- 襄陽電梯協(xié)會財務(wù)制度
- 兩人公司合作財務(wù)制度
- 公司食堂財務(wù)制度
- 企業(yè)銷售財務(wù)制度
- 農(nóng)藥產(chǎn)品進(jìn)貨查驗制度
- 瑯琊臺薪酬管理制度研究(3篇)
- 企業(yè)抖音櫥窗管理制度(3篇)
- 底板破除施工方案(3篇)
- 統(tǒng)編版2024八年級上冊道德與法治第一單元復(fù)習(xí)課件
- 園林綠化養(yǎng)護日志表模板
- 電池回收廠房建設(shè)方案(3篇)
- 《建筑工程定額與預(yù)算》課件(共八章)
- 鐵路貨運知識考核試卷含散堆裝等作業(yè)多知識點
- 幼兒游戲評價的可視化研究
- 跨區(qū)銷售管理辦法
- 金華東陽市國有企業(yè)招聘A類工作人員筆試真題2024
- 2025年6月29日貴州省政府辦公廳遴選筆試真題及答案解析
- 管培生培訓(xùn)課件
- 送貨方案模板(3篇)
評論
0/150
提交評論