廣南中學(xué)教學(xué)綜合樓設(shè)計(jì)畢業(yè)設(shè)計(jì)計(jì)算書(shū).doc

南昌廣南中學(xué)教學(xué)綜合樓設(shè)計(jì)the design of office-and-teaching building complex of Guang Nang middle school in nanchang總計(jì) 畢業(yè)設(shè)計(jì)（論文） 49 頁(yè) 表 格 12 個(gè)插 圖 11 幅摘要本計(jì)算書(shū)是針對(duì)南昌工程學(xué)院土木工程專(zhuān)業(yè)2011級(jí)畢業(yè)設(shè)計(jì)南昌廣南中學(xué)教學(xué)綜合樓設(shè)計(jì)的書(shū)面成果。本教學(xué)樓為五層現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)，長(zhǎng)72m，寬17.4m，層高3.3m。整個(gè)設(shè)計(jì)分為建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。建筑設(shè)計(jì)根據(jù)現(xiàn)行規(guī)范和畢業(yè)設(shè)計(jì)任務(wù)書(shū)的要求對(duì)教學(xué)樓進(jìn)行了合理的平面布置。由于本建筑不屬于高層建筑，故在結(jié)構(gòu)設(shè)計(jì)中不考慮風(fēng)荷載和地震荷載。首先選擇一榀框架為本次手算的對(duì)象，明確計(jì)算簡(jiǎn)圖和各個(gè)計(jì)算參數(shù)，計(jì)算豎向荷載、水平荷載，進(jìn)而計(jì)算出各種荷載作用下的內(nèi)力，然后對(duì)各種內(nèi)力進(jìn)行組合，從中挑選出一組或多組最不利內(nèi)力組合進(jìn)行截面配筋計(jì)算。最后完成了梁柱配筋、板配筋、基礎(chǔ)配筋等各構(gòu)件施工圖的繪制。在結(jié)構(gòu)設(shè)計(jì)部分，下載excel計(jì)算表格進(jìn)行力矩分配的電算，將電算結(jié)果同手算結(jié)果進(jìn)行對(duì)比、分析，以保證計(jì)算成果的可靠性。關(guān)鍵詞:教學(xué)樓、框架結(jié)構(gòu)、抗震設(shè)計(jì)、excel IAbstract The calculations for Nanchang Institute of Civil Engineering Specialty 2011 class Graduation - The written results of Nanchang Guangnan middle school complex building design. The school building is five-situ reinforced concrete frame structure, length 72m, width 17.4m, story 3.3m. The whole design is divided into two parts, architectural design and structural design. Architectural design according to existing norms and graduation requirements of the design task book teaching building for a reasonable layout. Since this building does not belong to the high-rise buildings, it is not considering wind load and earthquake load in structural design. I select a frame as the object of count, clearly diagrams and calculate various calculation parameters, calculate vertical load, horizontal load, then calculate the internal force under various loads. And calculate the various internal force, pick out the most unfavorable combination of one or more sets of internal forces from a section reinforcement. Finally completed the beams reinforcement, plate reinforcement and foundation reinforcement components such as working drawing. In the structural design section, I download excel spreadsheet to calculate the torque distribution, the results were compared with the results of the hand count, analyzed to ensure the reliability of the results of the calculation.Keywords: teaching building, frame structure, seismic design, excelII目錄摘要IAbstractII第一章 工程概況11.1項(xiàng)目名稱(chēng)11.2建筑組成及面積分配（面積上下浮動(dòng)在10以?xún)?nèi)）11.2.1教學(xué)區(qū)用房11.2.2教學(xué)管理區(qū)用房11.2.3其它約1000平方米11.3建筑標(biāo)準(zhǔn)11.3.1層高和層數(shù)11.3.2屋面21.3.3墻面21.3.4裝修21.4設(shè)計(jì)規(guī)范21.5場(chǎng)地工程地質(zhì)條件件(參考初步工地勘察報(bào)告)31.5.1地形地貌31.5.2地層構(gòu)成31.5.3水文地質(zhì)條件31.5.4場(chǎng)地抗震性能31.5.5場(chǎng)區(qū)地層分布情況3第二章 結(jié)構(gòu)選型與布置52.1結(jié)構(gòu)平面布置52.2主要構(gòu)件選型、材料選擇和構(gòu)件尺寸初選52.2.1主要構(gòu)件選型52.2.2材料選擇52.3框架幾何尺寸52.3.1橫向框架梁52.3.2縱向框架梁62.3.3次梁62.3.4框架柱62.3.5樓板厚62.4梁、柱的跨（高）度（取一榀框架計(jì)算）62.4.1邊跨梁的跨度62.4.2中間跨的跨度62.4.3柱高62.5結(jié)構(gòu)計(jì)算簡(jiǎn)圖62.5.1柱線慣性矩62.5.2底層柱線剛度62.5.3其它層柱線剛度62.5.4邊跨梁的慣性矩72.5.5邊跨梁的線剛度72.5.6中間跨的慣性矩72.5.7中間跨的線剛度72.5.8分配系數(shù)7第三章 框架計(jì)算83.1屋面恒載83.2樓面恒載83.3構(gòu)件自重83.4固端彎矩103.4.1邊跨103.4.2中跨103.5節(jié)點(diǎn)分配系數(shù)的計(jì)算103.6恒荷載的作用下內(nèi)力分析123.7活荷載及其內(nèi)力分析153.7.1屋面活荷載153.7.2樓面活荷載153.7.3內(nèi)力分析163.8框架梁內(nèi)力組合193.9框架柱內(nèi)力組合213.9.1框架邊柱（D、A)在恒載作用下的軸力213.9.2框架中柱（C、B)在恒載作用下的軸力223.9.3框架邊柱（D、A)在活載作用下的軸力243.9.4框架中柱（C、B)在活載作用下的軸力253.10框架梁的配筋計(jì)算293.10.1跨中正截面293.10.2支座正截面293.10.3支座斜截面303.11框架柱的配筋計(jì)算303.11.1縱向受力鋼筋303.11.2箍筋計(jì)算31第四章 基礎(chǔ)設(shè)計(jì)334.1確定基礎(chǔ)底面積334.1.1按軸心受壓估算334.2基礎(chǔ)高度計(jì)算344.3基礎(chǔ)底板配筋計(jì)算35第五章 板配筋計(jì)算365.1走廊單向板365.1.1荷載計(jì)算365.1.2內(nèi)力及配筋計(jì)算365.2次梁的設(shè)計(jì)375.2.1荷載計(jì)算375.2.2內(nèi)力及配筋計(jì)算375.3雙向板樓板設(shè)計(jì)395.3.1荷載計(jì)算395.3.2彎矩計(jì)算40第六章 樓梯設(shè)計(jì)436.1梯段板計(jì)算436.1.1確定板厚436.1.2荷載計(jì)算436.1.3內(nèi)力計(jì)算446.1.4配筋計(jì)算446.2平臺(tái)板的計(jì)算446.2.1荷載計(jì)算（取1m寬板帶計(jì)算）446.2.2內(nèi)力計(jì)算456.2.3配筋計(jì)算456.3平臺(tái)梁的計(jì)算456.3.1荷載計(jì)算456.3.2內(nèi)力計(jì)算456.3.3配筋計(jì)算46結(jié)論47參考文獻(xiàn)48致謝49南昌工程學(xué)院本科畢業(yè)設(shè)計(jì)第一章 工程概況1.1項(xiàng)目名稱(chēng)本工程為南昌廣南中學(xué)教學(xué)綜合樓，建筑場(chǎng)地地勢(shì)平坦，各種設(shè)施滿足要求，擬建教學(xué)樓為五層鋼筋混凝土框架結(jié)構(gòu)體系，建筑面積約5000m2，建筑體型組合可為單一或組合型（可根據(jù)各部分功能具體情況靈活安排），室外有停車(chē)場(chǎng)及綠化布置。1.2建筑組成及面積分配（面積上下浮動(dòng)在10以?xún)?nèi)）1.2.1教學(xué)區(qū)用房教學(xué)區(qū)總建筑面積為2800平方米，主要作為日常教學(xué)使用（1）普通教室：約75m2 若干（2）多媒體教室：約60m2（4個(gè)）（3）電腦房：約120m2（2個(gè)）1.2.2教學(xué)管理區(qū)用房該區(qū)總建筑面積為1200平方米，主要作為教室日常辦公管理（1）語(yǔ)數(shù)外等等各科教研室及相關(guān)行政機(jī)構(gòu)辦公室：約30-45 m2（15個(gè)）（2）圖書(shū)閱覽室：300 m2（1個(gè)）（3）教具倉(cāng)庫(kù)：100 m2（2個(gè)）（4）小會(huì)議室：60m2（1個(gè)）（5）大會(huì)議室：150 m2（1個(gè)）1.2.3其它約1000平方米（1）交通面積：若干走道 樓梯 過(guò)廳等（2）男女廁所：30-45 m2（每層2個(gè)）1.3建筑標(biāo)準(zhǔn)1.3.1層高和層數(shù)（1）門(mén)廳等：3.9m4.2m(層高)（2）主要用房：3.3m3.6m(層高)（3）層數(shù)：46層1.3.2屋面柔性防水上人屋面1.3.3墻面外墻為240厚空心磚，隔墻為200厚空心磚或輕質(zhì)隔墻1.3.4裝修（1）外墻：面磚、涂料、石材、集石、噴涂等（2）內(nèi)墻：衛(wèi)生間 瓷磚貼面至吊頂高，其余房間為普通粉刷。（3）樓地面：會(huì)議室為木地板，衛(wèi)生間為防滑地磚，其他均為地磚地面。（4）頂棚為輕鋼龍骨礦棉板吊頂。（5）門(mén)窗：噴塑鋁合金外門(mén)窗或塑料外門(mén)窗，內(nèi)門(mén)為木門(mén)，其他視設(shè)計(jì)需要而定1.4設(shè)計(jì)規(guī)范本項(xiàng)目將按中國(guó)國(guó)家已頒布之各規(guī)范及地方規(guī)范進(jìn)行設(shè)計(jì)，幷同時(shí)參考規(guī)范修改送審稿，具體如下：(1) 建筑結(jié)構(gòu)設(shè)計(jì)術(shù)語(yǔ)和符號(hào)標(biāo)準(zhǔn) GB/T50083-97(2) 建筑抗震設(shè)防分類(lèi)標(biāo)準(zhǔn) GB50223-2010(3) 工程結(jié)構(gòu)設(shè)計(jì)基本術(shù)語(yǔ)和通用符號(hào) GBJ132-90(4) 建筑結(jié)構(gòu)可靠度設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn) GB 50068-2001(5) 建筑結(jié)構(gòu)荷載規(guī)范 GB50009-2010(6) 建筑抗震設(shè)計(jì)規(guī)范 GB50011-2010(7) 混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范 GBJ50010-2010(8) 鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范 GB 50017-2003(9) 高層民用建筑鋼結(jié)構(gòu)技術(shù)規(guī)程 JGJ99-98(10) 高層建筑箱形與筏形基礎(chǔ)技術(shù)規(guī)范 JGJ6-99(11) 建筑樁基技術(shù)規(guī)范 JGJ94-94(12) 江西地區(qū)建筑地基基礎(chǔ)勘察設(shè)計(jì)規(guī)范 DBJ01-501-92(13) 高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程 JGJ3-2010(14) 人民防空地下室設(shè)計(jì)規(guī)范 GB 50038-94(15) 地下工程防水技術(shù)規(guī)范 GB 50108-2001(16) 建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范 GB50007-2002(17) 型鋼混凝土組合結(jié)構(gòu)技術(shù)規(guī)程 JGJ138-20011.5場(chǎng)地工程地質(zhì)條件件(參考初步工地勘察報(bào)告)1.5.1地形地貌本場(chǎng)地地貌上為永定河沖洪積扇中下部，第四系地層厚度大于130m。場(chǎng)地地形較平坦，自然地面標(biāo)高在39.00m左右。1.5.2地層構(gòu)成擬建場(chǎng)地地基土層主要為永定河多次沖洪積形成的沖洪積層，在勘探深度130m 范圍內(nèi)地基土層主要為粉土、粉質(zhì)粘土、細(xì)中砂及卵石、礫石組成，在垂直方向上形成多次沉積韻律。1.5.3水文地質(zhì)條件根據(jù)初步鉆探資料，自然地面下30m 深度范圍內(nèi)主要有3層地下水；第一層為上層滯水，初步勘察未發(fā)現(xiàn)該層水；第二層為潛水，靜止水位標(biāo)高在+24.40 +23.99m之間，埋深14.38 14.74m；第三層為承壓水，靜止水位標(biāo)高約在22.58m，埋深約為16.20m。上述各層地下水水質(zhì)對(duì)混凝土結(jié)構(gòu)及鋼筋混凝土中的鋼筋均無(wú)腐蝕性，但在干濕交替情況下對(duì)鋼筋混凝土結(jié)構(gòu)中的鋼筋均具有弱腐蝕性。1.5.4場(chǎng)地抗震性能根據(jù)建筑抗震設(shè)計(jì)規(guī)范（GB50011-2010），擬建場(chǎng)地的抗震設(shè)防烈為VI 度，場(chǎng)地土類(lèi)型為中硬土，建筑場(chǎng)地類(lèi)別為I 類(lèi)。根據(jù)現(xiàn)場(chǎng)標(biāo)準(zhǔn)貫入試驗(yàn)與剪切波速試驗(yàn)結(jié)果分析判定：擬建場(chǎng)地屬非液化地基。有關(guān)場(chǎng)地地震安全性評(píng)估，參見(jiàn)地震局發(fā)出的相關(guān)報(bào)告。1.5.5場(chǎng)區(qū)地層分布情況巖土工程初步勘察所揭露的130 米深度范圍內(nèi)地層，按沉積年代成因類(lèi)型可分為人工堆積層和第四系沉積層兩大類(lèi)，而按地層巖性及工程特性又可進(jìn)一步劃分為18 個(gè)主要土層，自上而下分布情況如下表。表1.5.5層序土層名稱(chēng)層底標(biāo)高(m)1人工填土+37.2+35.22粉土夾粉質(zhì)粘土+30.7+27.93中砂夾粉細(xì)砂+26.3+24.44圓礫+20.8+19.45粉土+14.8+13.36卵石夾中粗砂+6.5+1.37粉質(zhì)粘土+0.8-1.68卵石-4.5-6.59粉質(zhì)粘土-12.5-14.510中砂-15.4-17.911粉質(zhì)粘土-28.5-31.012圓礫夾中砂-42.7-44.413粉質(zhì)粘土-49.014中砂-57.115粉質(zhì)粘土-71.716卵石-80.217粉質(zhì)粘土-90.918圓礫-91.33南昌工程學(xué)院本科畢業(yè)設(shè)計(jì)第二章 結(jié)構(gòu)選型與布置2.1結(jié)構(gòu)平面布置根據(jù)建筑功能要求及結(jié)構(gòu)布置，結(jié)構(gòu)平面布置圖如下圖2-1 結(jié)構(gòu)平面布置圖2.2主要構(gòu)件選型、材料選擇和構(gòu)件尺寸初選2.2.1主要構(gòu)件選型（1）梁、板、柱和樓梯結(jié)構(gòu)形式：現(xiàn)澆鋼筋混凝土（2）墻體：外墻、內(nèi)墻和女兒墻為240mm厚空心磚，隔墻為200mm厚輕質(zhì)空心磚（3）基礎(chǔ)：柱下鋼筋混凝土獨(dú)立基礎(chǔ)2.2.2材料選擇（1）梁、板、柱、樓梯和基礎(chǔ)統(tǒng)一使用標(biāo)號(hào)C30的混凝土 C30:,;（2）主受力鋼筋為HRB335級(jí)鋼筋 HRB335：2.3框架幾何尺寸2.3.1橫向框架梁(1)DC:(2)CB:(3)BA:2.3.2縱向框架梁2.3.3次梁2.3.4框架柱2.3.5樓板厚2.4梁、柱的跨（高）度（取一榀框架計(jì)算）2.4.1邊跨梁的跨度DC:8.4；BA: 6.62.4.2中間跨的跨度CB：2.42.4.3柱高（1）底層柱高：設(shè)基礎(chǔ)底面標(biāo)高為2.5，基礎(chǔ)高度為1，所以底層柱高為3.3+2.5-1=4.8（2）其它層柱高：3.32.5結(jié)構(gòu)計(jì)算簡(jiǎn)圖2.5.1柱線慣性矩2.5.2底層柱線剛度2.5.3其它層柱線剛度2.5.4邊跨梁的慣性矩（1）DC: （2）BA: 2.5.5邊跨梁的線剛度（1）（2）2.5.6中間跨的慣性矩CB:2.5.7中間跨的線剛度CB: 2.5.8分配系數(shù)設(shè)，則,圖2.5.8 框架計(jì)算簡(jiǎn)圖51第三章 框架計(jì)算3.1屋面恒載瀝青防水卷材 0.3520mm厚水泥砂漿找平 200.02=0.465mm厚聚苯乙烯板保溫層 0.20.065=0.013120mm厚現(xiàn)澆混凝土樓板 250.12=315mm厚板底抹灰 170.015=0.26三氈四油柔性防水層 0.440厚水泥石灰砂漿3找平層 140.04=0.56 合計(jì)：4.983.2樓面恒載10mm厚水磨石面層 0.520mm厚水泥砂漿打底 0.65120mm厚現(xiàn)澆混凝土樓板 250.12=315mm厚板底抹灰 170.015=0.26 合計(jì)：4.413.3構(gòu)件自重橫向框架梁自重(DC) 0.30.6525=4.85 (CB) 0.30.325=2.25 (BA) 0.30.625=4.5縱向框架梁自重 0.30.725=5.25墻重 0.2411=2.64隔墻 0.23.38=5.28屋頂女兒墻 0.241.211=3.17標(biāo)準(zhǔn)柱 0.60.63.325=29.7底層柱 0.60.64.825=43.2角柱 （0.90.9-0.30.3）3.325=59.4鋁合金窗 0.5木門(mén) 0.2折疊門(mén) 0.15其中，屋面梁上線荷載：樓面梁上線荷載：圖3.3 恒荷載作用分布圖3.4固端彎矩3.4.1邊跨頂層：DC= BA=標(biāo)準(zhǔn)層：DC= BA=3.4.2中跨頂層：標(biāo)準(zhǔn)層：3.5節(jié)點(diǎn)分配系數(shù)的計(jì)算頂層分配系數(shù)計(jì)算如下，其他各層見(jiàn)表3.5節(jié)點(diǎn)D：,節(jié)點(diǎn)C: ,節(jié)點(diǎn)B: ,節(jié)點(diǎn)A:,表3.5 節(jié)點(diǎn)分配系數(shù)計(jì)算表節(jié)點(diǎn)D各桿端分配系數(shù)節(jié)點(diǎn)C各桿端分配系數(shù)節(jié)點(diǎn)B各桿端分配系數(shù)節(jié)點(diǎn)A各桿端分配系數(shù)頂層D5C50.33C5D50.3B5C50.1A5B50.67D5D40.67C5B50.1B5A50.3A5A40.33C5C40.6B5B40.6標(biāo)準(zhǔn)層D4C40.2C4D40.19B4C40.06A4B40.2D4D50.4C4B40.06B4A40.19A4A50.4D4C30.4C4C50.38B4B50.38A4A30.4C4C30.37B4B30.37底層D1C10.23C1D10.21B1C10.07A1B10.23D1D20.46C1B10.07B1A10.21A1A20.46D1D00.31C1C20.43B1B20.43A1A00.31C1C00.29B1B00.293.6恒荷載的作用下內(nèi)力分析圖3.6 恒荷載作用下彎矩圖內(nèi)力計(jì)算采用力矩二次分配法，計(jì)算過(guò)程如圖3.6.1上柱下柱右梁左梁上柱下柱右梁0.330.670.30.60.1偏心矩偏心矩-112.90112.90-1.0837.2675.64-33.55-67.09-11.1830.90-16.7737.82-29.563.17-4.66-9.47-3.43-6.86-1.1463.50-63.50113.75-103.51-10.230.40.40.20.190.380.370.06-154.52154.521.0861.8161.8130.90-29.56-59.13-57.57-9.3418.6330.90-14.7815.45-33.55-29.562.69-13.90-13.90-6.958.5417.0916.642.7066.5478.81-145.35148.95-75.58-70.50-2.870.40.40.20.190.380.370.06-154.52154.521.0861.8161.8130.90-29.56-59.13-57.57-9.3430.9030.90-14.7815.45-28.79-29.562.69-18.81-18.81-9.417.6415.2814.882.4173.9073.90-147.80148.05-72.63-72.26-3.160.40.40.20.190.380.370.06-154.52154.521.0861.8161.8130.90-29.56-59.13-57.57-9.3430.9035.54-14.7815.45-28.79-33.452.69-20.66-20.66-10.338.3816.7616.322.6572.0576.68-148.73148.79-71.16-74.71-2.920.460.230.310.210.430.290.07-154.52154.521.0871.0835.5447.90-32.68-66.91-45.12-10.8930.900.00-16.3423.95-28.790.003.13-6.70-3.35-4.520.360.730.490.1295.2832.19-127.47146.15-94.96-44.63-6.56D16.1C-22.32圖3.6.1 恒荷載作用下內(nèi)力計(jì)算分析D-C左梁上柱下柱右梁左梁上柱下柱0.10.60.30.330.67偏心矩偏心矩1.08-64.5464.546.3538.0819.04-21.30-43.24-5.5917.02-10.659.52-18.13-0.08-0.47-0.232.845.771.7654.63-56.3855.60-55.600.060.380.370.190.20.40.41.08-90.6490.645.3734.0333.1417.02-18.13-36.26-36.26-4.6719.0417.02-9.068.51-21.62-18.13-1.34-8.48-8.26-4.246.2512.5012.500.4544.5941.89-86.9387.27-45.38-41.890.060.380.370.190.20.40.41.08-90.6490.645.3734.0333.1417.02-18.13-36.26-36.26-4.6716.5717.02-9.068.51-18.13-18.13-1.19-7.54-7.35-3.775.5511.1011.100.5943.0642.81-86.4686.57-43.28-43.280.060.380.370.190.20.40.41.08-90.6490.645.3734.0333.1417.02-18.13-36.26-36.26-4.6716.5719.26-9.068.51-18.13-20.85-1.33-8.39-8.17-4.206.0912.1912.190.4642.2144.22-86.8987.11-42.20-44.920.070.430.290.210.230.460.311.08-90.6490.646.2738.5125.9718.81-20.85-41.69-28.10-5.4516.570.00-10.429.40-18.130.00-0.05-0.30-0.20-0.152.014.012.701.8554.7825.77-82.4081.20-55.81-25.39B12.89A-12.7圖3.6.1 恒荷載作用下內(nèi)力計(jì)算分析B-A3.7活荷載及其內(nèi)力分析3.7.1屋面活荷載屋面不上人時(shí)活荷載為0.53.7.2樓面活荷載樓面活荷載為2.0圖3.7.2 活荷載作用分布圖3.7.3內(nèi)力分析頂端：DC: BA: 標(biāo)準(zhǔn)層：DC: BA: 圖3.7.3 活荷載作用下彎矩圖內(nèi)力計(jì)算過(guò)程如圖3.7上柱下柱右梁左梁上柱下柱右梁0.330.670.30.60.1偏心矩偏心矩-8.478.472.805.67-2.54-5.08-0.856.79-1.272.84-6.450.24-1.82-3.701.012.020.347.76-7.769.78-9.51-0.270.40.40.20.190.380.370.06-33.9333.9313.5713.576.79-6.45-12.89-12.55-2.041.406.79-3.223.39-2.54-6.450.58-1.98-1.98-0.990.951.911.860.3012.9918.37-31.3631.83-13.53-17.15-1.150.40.40.20.190.380.370.06-33.9333.9313.5713.576.79-6.45-12.89-12.55-2.046.796.79-3.223.39-6.28-6.450.58-4.14-4.14-2.071.663.333.240.5316.2216.22-32.4432.54-15.85-15.76-0.930.40.40.20.190.380.370.06-33.9333.9313.5713.576.79-6.45-12.89-12.55-2.046.797.80-3.223.39-6.28-7.290.58-4.55-4.55-2.271.823.653.550.5815.8116.83-32.6432.70-15.52-16.30-0.880.460.230.310.210.430.290.07-33.9333.9315.617.8010.52-7.13-14.59-9.84-2.386.790.00-3.565.26-6.280.000.68-1.48-0.74-1.000.070.150.100.0220.917.06-27.9732.14-20.72-9.74-1.67D3.53C-4.87圖3.7 活荷載作用下內(nèi)力計(jì)算分析D-C左梁上柱下柱右梁左梁上柱下柱0.10.60.30.330.67偏心矩偏心矩-4.834.830.482.901.45-1.59-3.24-0.423.68-0.800.72-3.87-0.25-1.47-0.741.042.11-0.195.10-4.915.00-5.000.060.380.370.190.20.40.4-19.3519.351.167.357.163.68-3.87-7.74-7.74-1.021.453.68-1.941.84-1.62-3.87-0.13-0.83-0.80-0.410.731.461.460.017.9810.03-18.0218.05-7.90-10.150.060.380.370.190.20.40.4-19.3519.351.167.357.163.68-3.87-7.74-7.74-1.023.583.68-1.941.84-3.87-3.87-0.26-1.64-1.59-0.821.182.362.36-0.129.309.24-18.4318.50-9.25-9.250.060.380.370.190.20.40.4-19.3519.351.167.357.163.68-3.87-7.74-7.74-1.023.584.16-1.941.84-3.87-4.45-0.29-1.82-1.77-0.911.302.592.59-0.149.119.55-18.5218.61-9.02-9.600.070.430.290.210.230.460.31-19.3519.351.358.325.614.06-4.45-8.90-6.00-1.193.580.00-2.232.03-3.870.00-0.01-0.07-0.05-0.040.420.850.570.1611.835.56-17.5517.35-11.93-5.43B2.78A-2.72圖3.7 活荷載作用下內(nèi)力計(jì)算分析B-A3.8框架梁內(nèi)力組合表3.8 框架內(nèi)力組合表框架梁內(nèi)力組合表梁截面內(nèi)力恒荷載活荷載1.35+1.40.71.2+1.41.2+1.40.7D5C5D5C5M/kNm-63.5-7.76-93.3298-87.064-83.8048V/kN74.665.8106.47597.71295.276跨中M/kNm88.073.93122.7459111.186109.5354C5D5M/kNm-113.759.78-143.9781-122.808-126.9156V/kN86.627.06123.8558113.828110.8628C5B5C5B5M/kNm-10.23-0.27-14.0751-12.654-12.5406V/kN6.2308.41057.4767.476跨中M/kNm4.830.236.74596.1186.0214B5C5M/kNm-1.76-0.19-2.5622-2.378-2.2982V/kN0.8301.12050.9960.996B5A5B5A5M/kNm-56.384.91-71.3012-60.782-62.8442V/kN58.794.3883.658976.6874.8404跨中M/kNm40.822.2957.351252.1951.2282A5B5M/kNm-55.6-5-79.96-73.72-71.62V/kN58.564.483.36876.43274.584D3C3D3C3M/kNm-147.8-32.44-231.3212-222.776-209.1512V/kN110.3523.97172.4631165.978155.9106跨中M/kNm83.8618.4131.243126.392118.664C3D3M/kNm-148.0532.54-167.9783-132.104-145.7708V/kN110.4123.99172.5637166.078156.0022C3B3C3B3M/kNm-3.160.93-3.3546-2.49-2.8806V/kN3.7705.08954.5244.524跨中M/kNm0.260.530.87041.0540.8314B3C3M/kNm-0.590.12-0.6789-0.54-0.5904V/kN1.6302.20051.9561.956B3A3B3A3M/kNm-86.4618.43-98.6596-77.95-85.6906V/kN82.3817.58128.4414123.468116.0844跨中M/kNm49.4510.5677.106374.12469.6888A3B3M/kNm-86.57-18.5-134.9995-129.784-122.014V/kN82.4317.6128.5285123.556116.164D1C1D1C1M/kNm-127.47-27.97-199.4951-192.122-180.3746V/kN108.1523.74169.2677163.016153.0452跨中M/kNm94.9820.84148.6462143.152134.3992C1D1M/kNm-146.1532.14-165.8053-130.384-143.8828V/kN112.624.73176.2454169.742159.3554C1B1C1B1M/kNm-6.56-1.67-10.4926-10.21-9.5086V/kN4.6606.2915.5925.592跨中M/kNm2.590.924.39814.3964.0096B1C1M/kNm-1.850.16-2.3407-1.996-2.0632V/kN0.7400.9990.8880.888B1A1B1A1M/kNm-82.417.55-94.041-74.31-81.681V/k