學(xué)士沈陽(yáng)某旅館畢業(yè)設(shè)計(jì)計(jì)算書(shū)

PAGEPAGE62一.設(shè)計(jì)概況1.建設(shè)項(xiàng)目名稱：某旅館。2.建設(shè)地點(diǎn)：沈陽(yáng)市區(qū)。3.建筑層數(shù)：地上主體13層，地下一層。4.建筑面積：10087平方米。5.主體建筑做法：(1)屋面做法：自上而下：15厚細(xì)砂保護(hù)層，改性瀝青防水卷材，冷底子油一道結(jié)合層，15厚水泥砂漿找平，60厚聚苯乙烯泡沫塑料，%3焦渣找坡，改性瀝青防水卷材，15厚水泥砂漿找平，60厚聚苯乙烯泡沫塑料，一氈二油隔氣層，15厚水泥砂漿找平，120厚現(xiàn)澆鋼筋混凝土樓板，20厚混合砂漿抹底，噴屋頂涂料。(2)樓面做法：硬木板地面，100厚現(xiàn)澆鋼筋混凝土樓板，20厚混合砂漿刷白。(3)墻身做法：噴內(nèi)墻涂料，10厚混合砂漿抹灰，300厚粉煤灰空心砌塊，沙將粘結(jié)劑，60水泥聚苯保護(hù)層，15厚混合砂漿抹灰，貼瓷面轉(zhuǎn)。(4)門(mén)窗做法：做法略，荷載統(tǒng)一考慮。6.其它設(shè)計(jì)條件(1)工程地質(zhì)條件：場(chǎng)地類別為二類。(2)抗震設(shè)防：七度設(shè)防，設(shè)計(jì)地震分組第一組。(3)基本風(fēng)壓：0.55kN/m2,地面粗糙度為Ｃ類。(4)不上人屋面活載：0.50kN/m2。(5)樓面活載：2.0kN/m2。(6)基本雪壓：0.50kN/m2。二.主要構(gòu)件選型及尺寸初步估算1.梁截面尺寸估算屯潤(rùn)厲(蜓1)狼框架對(duì)梁瓜A鞏B忽、棟C迎D雜跨：量按紀(jì)h=(1/8粘~1/12)鐘L宵估算，考慮到圓柱距較大取值宏為侮：先h=筑600mm蒜.摩b=(1/3靜~1/2)h氏達(dá)估算取值為蝕：便b=唯250mm修。迷故框架乘梁逢A燥B攤、沫C氧D邊跨初選截面尺億寸為練：慰b達(dá)×候h=彈250mm疑×勉600mm據(jù)。連(港2)封差框架儀梁喇B裂C漲跨棋：羽b口×堵h=質(zhì)250mm豎×撕5寸00mm糟?？?3培)射縱向框架梁取培值為：擴(kuò)b螺×裁h=雪250mm奮×請(qǐng)600mm禮。2.板的尺寸糞駁便由墻身大樣圖膝可知：屋面板父：吸h=辮120mm毀，樓板帥：胞h=爭(zhēng)100mm嗚?？?.嬌柱截面尺寸估蜘算肌按軸壓比估算破：此建筑抗震釀等級(jí)為二級(jí)，高=0.產(chǎn)8罵。衛(wèi)為簡(jiǎn)便起見(jiàn)，折估算邊柱和中就柱時(shí)，各層重役力荷載額取鋸12KN/m借2損。跌１混-雷7飼層選佩用匯C3嘉0嶄混凝土因，錢(qián)8飄層起改客用蹲C25逮;棕第６層處變截循面?；勖繉觾?nèi)柱的截逃面尺寸不變，辣由結(jié)構(gòu)平面布蟲(chóng)置圖可知柱的隸最大負(fù)荷面積渴為：繡水平荷載作用窮下軸力增大系令數(shù)眼取風(fēng)1.1故：底層柱：啊N=1.1N徑v游＝嬌1.1×崇1.25當(dāng)×28.98區(qū)×12×1豪3傷＝候6216.2記1拿結(jié)KN鄙所晚以葡b貢×答h=欲750mm豎×直750mm村?？涞诹鶎犹幹冃纸孛妫郝凬=1.1N分v卵＝嗚1.1×溪1.25勻×28.98庸×12×跟8獄＝判3825.3捷6屬KN魔所助以瓦b盒×販h=拾600mm凳×宋600mm暈。腹第八層處變混攔凝土強(qiáng)度冒為旨C2輛5突，故驗(yàn)算柱尺幣寸：衡N=1.1N谷v度＝烘1.1×品1.25聯(lián)×28.98贈(zèng)×12×宮6據(jù)＝顛2869.0彎2置KN歉所以滿足要求待。三.荷載匯集1.恒載計(jì)算程(1汗)取屋面恒載標(biāo)準(zhǔn)機(jī)值瀉1炊5杰厚細(xì)砂保護(hù)株層邪幅列裕割避怕0.01裁5×20=0睬.30kN/經(jīng)m雹2粘改性瀝青防水認(rèn)卷柄材嫂喊厚將愛(ài)激鳴際0.竟35kN/m井2任器1愧5盛厚水泥砂緞漿糠市讓習(xí)腿圓幟0.0將15×20=找0.30kN蔽/m玉2注6愿0時(shí)厚聚苯乙烯泡糞沫塑饞料不飽慕碼匪礙0.06×次0.5=0.末03kN/m事2貿(mào)%玩3高焦渣找坡（平蔑均厚貞度庭13跌0鏡）扔僚微布蘭0.1椅3×10=1前.30kN/頑m鏡2活改性瀝青防水萌卷汗材音帆底拜礎(chǔ)誰(shuí)麻托0.宮35kN/m雄2棄勿1扒5約厚水泥砂耀漿學(xué)叫替監(jiān)巧厘濟(jì)0.0壓15×20=造0.30kN醒/m幟2晚6災(zāi)0熄厚聚苯乙烯泡濾沫塑助料沃欣蕩墾奉犁0.06×隱0.5=0.蠢03kN/m戲2掏一氈二油隔氣拼層攝包棵澆神奏赴往0剪.05kN/牧m舞2嘉1瞧5的厚水泥砂漿找眨平琴回迅挎養(yǎng)厘0.商015×20躍=0.30k柄N/m木2律12皺0斑厚現(xiàn)澆鋼筋混傾凝土樓娛板悠富腿攪前0.座12×25=愈3.00kN拘/m較2揉2狠0塌厚混合砂漿抹治底珍盆莫蜻姐概碌槐0.02×悄17=0.3攻4kN/m懇2汗屋面恒載標(biāo)準(zhǔn)晴值匯總陪：垃砍意進(jìn)飄姜柄6士.65kN/含m峰2襲(2式)止框架梁及粉刷率自重召（巧a徑）邊跨梁裳（邊A婦B爸、漸C陶D哈）自托重狹犧穴旗0.2姜5×0.60熔×25=3.腿75kN/m俗邊跨梁富（繁A歌B帝、旋C肥D祝）粉并刷呈本2尋×恢（尋0.60-0頂.1厘2院）訓(xùn)×0.0雞1×17=筍0.16kN法/m狗（盾b脆）中跨梁般（扛B怕C密）自撫重皂怨面床幣0.25×茅0.50×2香5=3.13悅kN/m蹄鞏婆中跨梁秘（芽B飽C寸）粉殊刷厚顫階拜2堅(jiān)×烏（表0.50-0左.1誓2秧）雙×0.01×貪17=0.1棵3kN/m所以島頂層邊框架梁打上線荷載：洗率均布荷歐載簽釀絨托涌撓撥饅剩3.91魔kN/m王惕倚板傳來(lái)三角形喉荷庭載返裂幅閑沖索栗6.65×6花=39.90算kN/m及頂層中框架梁新上線荷載：式均布荷店載跪漁激黑示記悠視所3.2錦6kN/m毫賤皂板傳來(lái)三角形菜荷撞載件五露背削搞母永6.65×2這.4=15.敲96kN/m菜(3嶄)機(jī)樓面恒載標(biāo)準(zhǔn)牢值微硬木板地局面裙鉆屈楚屈鄉(xiāng)貌須水說(shuō)0.20kN嚴(yán)/m座2胡10脫0紹厚現(xiàn)澆鋼筋混得凝土樓霞板韻姥療維教0.沿10×25=蹈2.50kN墓/m掀2乏2游0安厚混合砂漿刷賊白里貪腥婚燈少搏0.02×1狠7=0.34英kN/m艙2蕉中部填充墻和指隔墻（均布化稠）深頌晉賠粉揀誕0.72k熱N/m錢(qián)2禍樓面恒載匯境總爛蛙頑好術(shù)責(zé)絕杯3.7由6kN/m澤2晴(4過(guò))臺(tái)框架梁及粉刷智自重泊邊跨梁脂（樣A嚼B盟、鍛C雁D炎）自頑重拔撤材鼻重賠淋3.7星5kN/m夫邊跨梁橡（甲A寸B年、確C陪D爛）粉狹刷襪讀占2吵×鄰（臂0.60-0洽.1膀0釋）怒×0.0難1×17=攪0.17kN叼/m否邊跨梁上填充胡墻廁盒妻悶慧0.19帽×營(yíng)（言3.3-0.間6境）壤×8也=奪4.10kN衣/m桂邊跨梁上填充屢墻粉叫刷嗚體韻2粱×涂（鑒3.3-0.擦6悄）很×0.0含1×17=答0.92kN海/m擔(dān)中跨梁金（有B拼C挽）自梨重吧衛(wèi)裝恒舉殊幻查3.13k墾N/m墨中跨梁鐵（木B扎C女）粉令刷敗役孫2敗×挖（等0.50-0字.1俘0屋）拋×0.01×污17=0.1廚4kN/m所以章頂層中框架梁巖上線荷載：旋均布荷恒載號(hào)悲女景童輛暮慘宴8.9腰4kN/m島板傳來(lái)三角形劑荷聾載凡竟飽奇渾牙厲訓(xùn)3.76×桐6=22.5角6kN/m減頂層中框架梁負(fù)上線荷載：編均布荷妙載幫場(chǎng)參拳援卸懂職花3.2蠢7kN/m可板傳來(lái)三角形蹲荷震載嘉獄仔煉害忘浸量3.76×2飽.4=9.0陶2kN/m罪(5霸)慰頂層框架結(jié)點(diǎn)稱集中荷載頌邊柱縱向梁自毅重氏皮半紫跌0.2印5×0.60逆×6.6×2資5=24.7旺5kN僵煌邊柱縱向梁自械重粉島刷付抗叮2淡×望（宜0.60-0味.1翠2露）弱×0.0掘1×脖6.6癥×17=壁1.08kN丟兆90院0才高女兒墻自頓重壺頂扇電偽0.陡9×0.19料×6.6×8帽=9.03k跨N祝10養(yǎng)0尺高混凝土壓慰頂翠貪妥責(zé)膜0.1易×0.24×耐6.6×25絞=3.96k犧N懶女兒墻粉自刷名折瀉亮唱跳1×0擠.015×6糧.6×17=債1.68kN朽女兒墻貼瓷面男磚賭漏淺用釣1勸×0.08×怒6.6×19儲(chǔ).8=1.0啊5kN雀縱向框架梁傳跪來(lái)的屋面自插重殘倒0不.5栗×溫（辣0.6+6.饒6陜）稻×3×傷6.65概=值71.82羊kN絮邊框架結(jié)點(diǎn)集飛中荷弄載緒永謊咳盲幫醉11劣3.37鈔鼠kN瞇中柱縱向梁自鞠重柔誦丸普圈鉤靈得2式4.75kN艷寬中柱縱向梁自茫重粉瘋刷飼矩牢仗好恐飼蘋(píng)1.08旱kN磨縱向框架梁傳抽來(lái)的屋面自重妖覽鄰0.5叨×竿（均0.6+6.奸6勻）記×3×存6.65惠=萍71.82社kN總模展撇莊仙扒0.5迅×吵（伐4.2+6.膀6枕）萌×1.2×6分.65=43巴.09kN搭中框架結(jié)點(diǎn)集固中荷順載慎梳僚喇土?xí)楦?40.74故kN鍛(6雙)舌樓面框架結(jié)點(diǎn)遠(yuǎn)集中荷載償邊柱縱向梁自修重公俘差衣睜拴極出2錘4.75kN龜進(jìn)邊跨梁上填充靈墻踢絞光礙驚兄排繞歷嫁行與什升京鹽褲硬些厭閉抹縣賭扭皺遵陳煉貞遮斤霉1述0榨厚混合砂漿抹仔灰主疑泰犬扣割聞呈歪道昆薯消舞6愁0岸水泥聚苯保護(hù)捷層害典矮矮射慰奴五蛾甜查乞討遍撤棟軍首滑翻惡臟耐罪父舟庭跌瘦粒鈔集盛飽1冰5從厚混合砂漿抹歡灰妻厘咽唐忠寒禁助撕欺段報(bào)貼瓷面戰(zhàn)磚港月腹仆喪煩吊渣誤慢撫旨拒填務(wù)桃柱子自低重洞桐探置持乎罩縣0.60×0愚.60×3.穩(wěn)3×25=2駕9.7仍0學(xué)kN臨縱向框架梁傳跌來(lái)聞?lì)D踐騾蔬0.5灘×商（間0.6+6.凝6通）庸×3×3.7晃6=40.6爐1kN允邊框架結(jié)點(diǎn)集擱中荷旦載莖缺芹戰(zhàn)情才殖扣136蹲.31燭破kN熊中縱向梁自重矩乒環(huán)快病逮腫笑聽(tīng)24.75k蒙N巧中縱向梁上填勝充墻厭漲真啞潑配牛溝燕社易燒軋壁品至球邀稿則骨妥槐永交很秒狀齊任趨戒閉械付裕膛4.00紅kN瓶著1粥0們厚混合砂漿抹銹灰伍激負(fù)2×0.01聚×紅（宴3.2×6.臘6-0.9×攪2.1×2]賭×17=5.棍90kN您柱子自嶺重村兄祖久悲夸夏挎0.60×0廉.60×3.沈3×25=2忽9.7層0移kN削縱向框架梁傳王來(lái)的屋面自重交殊社凝0.5瓦×余（去0.6+6.份6該）諒×3×它3.76國(guó)=料40.61服kN屋顛熱狀綠夕燒0.5腫×親（何4.2+6.階6遣）統(tǒng)×1.2×府3.76撓=害24.36卷kN蔑中框架結(jié)點(diǎn)集亂中荷掃載桿險(xiǎn)坦沖霜草怨殊148南.20kN潛（注：在柱截輝面變化處和層陜高變化處，節(jié)當(dāng)點(diǎn)集中荷載有舉所變化，在層揪高變化處，線踩荷載有所變化嚼，不再單列，早具體值見(jiàn)圖）2.活載計(jì)算挪(1狠)傳屋面檢修活荷騾邊跨梁宿（范A屬B考、哈C房D馬）三角形荷胖載根邪婆巾查臂6妖×回0.5援=忘3.00核kN冊(cè)/m凈邊跨梁纏（跑A匠B籮、單C說(shuō)D意）集中荷刻載旺未叮0.君5框×衣（回0.6+6.有6志）呈×3×萍0.5昏=依5.40奔kN蒜中跨梁田（碧B旦C廉）三角形荷違載謀敘頸猾圾懇2.4騾×脫0.5姿=低1.20和kN墓/m晨中跨梁糕（擁B澆C凝）集中荷珍載嚇傾淚擋0.5哲×栗（也0.6+6.被6拾）須×3×窗0.5血=痛5.40忍kN礙也極甲選床謠0.5秋×戰(zhàn)（干4.2+6.字6晃）驕×擁1.2冒×柱0.5狹=形3.24泄kN唯(2擺)儲(chǔ)樓面活荷載闊邊跨梁巧（籌A問(wèn)B知、啄C拔D鳥(niǎo)）三角形荷草載彼膊隨巖杠攏6呼×貞2襯=捷12.00樂(lè)kN果/m效邊跨梁靠（間A婦B充、認(rèn)C葛D憐）集中荷塌載梯緣華0.5柏×餃（液0.6+6.昆6?。﹩省?×艷2.0蔬=討21.60速kN晚中跨梁帽（擺B麻C翼）三角形荷超載鋸確竭推澇前2.4琴×備2.0闊=砍4.80珠kN銅/m狠中跨梁包（念B店C鞋）集中荷雹載棵掏虧縱0.5疑×謹(jǐn)（足0.6+6.謎6爛）趁×3×即2.0緞=貼21.60篇kN遺怖紫顯者科爬0.5歡×反（弦4.2+6.另6答）書(shū)×芳1.2欺×樓2孝=逐12.96你kN監(jiān)3蓄.嚇風(fēng)載計(jì)算（僅右取計(jì)算單元受旗荷面積計(jì)算）排風(fēng)荷載標(biāo)準(zhǔn)值事計(jì)算公式：街Wk=門(mén)*大*聽(tīng)*Wo伯確定各系數(shù)值微：銹Wo=0.5壽5kN/m醋2欠；查表可知風(fēng)失載體型系數(shù)正甚面桶0.羨8希，背喂面引-0.辯5乎，所閥以臭癢U矛s項(xiàng)取后1.樣3避；風(fēng)壓高度變乒化系數(shù)廟查規(guī)范可得；磚因?yàn)楦咧v度躬H>訓(xùn)30m毀,H/B>1品.傷5譜，所以考慮風(fēng)皆振系數(shù)影響，恢估算周美期霜T=0.09希N和，挑，查表宋，謊，故輪，所以各系數(shù)斃確定完畢。癥(披2摸)栗確定樓層標(biāo)高綢處的風(fēng)載：計(jì)秩算框架負(fù)荷面容積倒6.6穿0巴米孔，極=6.60*銅*徑*藏*W壓o鴉。磚地震作用下側(cè)粉移驗(yàn)算組層號(hào)酒D韻（至kN/m泳m絨）此相對(duì)位洽移害(守mm)叢層肯高宅(狡mm)攔比值聾13勁1026在42賢43092憂0.1562撇47中83.03裳83.03獎(jiǎng)110.1圓0.7541問(wèn)3851壩3300獻(xiàn)0.0002竭29麗12盤(pán)933青38.7奇36107.給1雀0.1309柏21覆31.0尺3猜114.0仙6閥110.1姜1.0359哲57286釀3300始0.0003屯14紙11疫933毒35.4襖33028.腰2判0.1197盡57章28.38危142.44府110.1韻1.2937疲45004墨3300珍0.0003沉92利10遺933君32.1異29949.話3上0.1085脂93徐25.7座4表168.1剖8仇110.1朋1.5275般01663笛3300土0.0004獅63炭9謊933證28.8順26870.桶4萄0.0974薄29逆23.09巨191.27饞110.1勸1.7372雜27264玉3300瓦0.0005伙26喉8窮933坐25.5芽23791.散5溉0.0862儉66喝20.44妙211.71辭113.04吵1.8729篩09509嚴(yán)3300害0.0005年68輪7查933鼠22.2泥20712.準(zhǔn)6瓣0.0751級(jí)02嬸17.粗80童229.51鉗118.05向1.9442觸00258黑3300逝0.0005灣89給6蝦933閑18.9直17633.堅(jiān)7賽0.0639扛38悶15.15燒244.6律7暴118.05筒2.0725糟63918授3300厘0.0006斜28僑5使966貴15.6色15069.籠6謀0.0546姑41鍋12.9普5脈257.6院2蕉142.86鐵1.8032候76417展3300嘗0.0005躁46純4帳1000揪12.3撐12300招0.0445摘99嚴(yán)10.57度268.19恩142.86綿1.8772厭64044吹3300僚0.0005口69滅3漢1000當(dāng)9亮9000招0.0326晴33刑7.73刻275.92百142.86胡1.9314欲01332經(jīng)3300敵0.0005辜85覆2讀865慈5.7雕4930.5跡0.0178囑78組4.2敘4亮280.1霉6厘375.75吵0.7455父94055收2100補(bǔ)0.0003損55蹦1恭919蜓3.6爹3308.4屬0.0119紹96畏2.84蛾283們.00剝292.05璃0.9690虜1217動(dòng)3600秒0.0002父69蝦12307誘迷275793傾.3漏兩283棚災(zāi)肅19.564缸79143羞則衰(3劇)腦將分布荷載轉(zhuǎn)侮換為線荷載：藏以扎為例計(jì)算，縫=紋柴后溝饑鎖宇吊莊朱衰跪痕慨蠻蜻歸惜為頌君層數(shù)五Hi亮Wo財(cái)Wk董kN/m墓Fi淡1虎4枕女兒墻罩43慮1.17題1.3殺1.5670聯(lián)6窄0.55竄1.3109既24旬8.65遷嶄13擴(kuò)42咐1.15記1.3左1.5635納05把0.55沿1.2855反92尚8.48俗18.10上12拔38.7億1.11百1.3慈1.5379福41拖0.55痕1.2205期87貪8.05沈6貌26.58繼11滅35.4傘1.07膨1.3污1.5104滾65室0.55所1.1555巡81丘7.6于3瘡25.16稼10慢32.1榨1.03進(jìn)1.3娃1.4808決55答0.55魔1.0905敲76歇7.足20療23.71撕9競(jìng)28.8皂0.98堪1.3打1.4534嚴(yán)33垮0.55坡1.0184碗2孫6.72排22.18中8軌25.5甩0.93抱1.3碌1.4230幕62吃0.55與0.9462刑65怎6.2蘆5摩20.6旬1燃7奴22.2顧0.88產(chǎn)1.3蕩1.3892映39鮮0.55戲0.8741細(xì)09切5.7觸7蠟1何9.00惹6雕18.9青0.82絡(luò)1.3論1.3556抖27替0.55鍵0.7948每04另5.2古5蘆17.27踢5示15.6肆0.75芝1.3風(fēng)1.3209霧29故0.55即0.7083覽48臺(tái)4.6棕8眨15.66但4飽12.3暗0.74坐1.3溫1.2564嗚6男0.55擊0.6647幻93們4.3漆9爺14.52鏈3拾9巾0.74即1.3蛇1.1876泡54冬0.55勝0.6283仍88瘋4.1飄5帥13.6周9陳2莖5.7裕0.74蓮1.3徒1.1188暫47蹦0.55謝0.5919楚82糞3.9忌1拔10.61順1口3.6月0.74臘1.3偽1.0750元61習(xí)0.55掩0.5688嘴15拘3.75承8.13暫4紀(jì).紙地震作用計(jì)算沙（僅取計(jì)算單形元受荷面積計(jì)孔算）權(quán)(1水)緩計(jì)算重力荷載萍代表值肥各層樓面取計(jì)聰算單元總面積勢(shì)計(jì)算恒載和活辱荷載；各根梁類取梁截面（為朝簡(jiǎn)便，與板重許合部分不再單嗚獨(dú)考慮）尺寸挪計(jì)算梁的自重聽(tīng)；各根柱取層節(jié)高計(jì)算柱自重喚；各墻斷根據(jù)園門(mén)窗實(shí)際墻體茄計(jì)算，最后將饞各層樓面（含拘梁）及上、下萬(wàn)各半層的墻柱授恒載練100惕%彼，撓屋面檢修或在變不考慮，按謙50%值計(jì)算雪荷載，驢樓面活荷載辛50%由相加算得各樓練層重力荷載代原表值。廈得鬼G13=10觸26K次N當(dāng)，錯(cuò)G1糊2圍—挪G6=933相K所N辮，序G5=966養(yǎng)K脂N簡(jiǎn)，究G安4寧—至G3=100沿0KN,G2斃=865,G巨1=919K饒N盜，所以重力荷梯載代表薄值揭12307K臥N藥。文(擠2姿)不計(jì)算地震作用綱房屋高銀度容H=泳42穩(wěn)m煙房屋寬忌度紡B=逗15m吐基本自振周期鮮為迅:豈T=0.09忍N(yùn)=0.09靠×13=1.兵17s垂場(chǎng)地死Ⅱ?qū)掝?，設(shè)計(jì)地震倦分組為第一組命：毯T炮g臭=0.35架s險(xiǎn),白因?yàn)槊盩用1口=1.17豪s撈>析1.4T納g士=0.49s育所以薄=0.08T稅+0.07=遵0.164昨償又根據(jù)抗震規(guī)棕范可知阻尼比肯=0.05格坑阻尼調(diào)整系數(shù)鼠η盜2牛=1.0勻蛙衰減系數(shù)舌γ扔=0.9切隆所以健α蓄max責(zé)=0.08釀(考多遇地嗓震關(guān))進(jìn)葬又因俘為漆杰：軍T關(guān)g湖<T原1寺<5T貼g紗筒窗故握有菌暢頂部附加集中堪力：斤=46KN枝各層集中力：袍，詳見(jiàn)下表。仍層號(hào)舌13允1026礎(chǔ)42接43092膛0.1562石47驅(qū)83.03歇83.03罰12守933撤38.7河36107.俘1系0.1309哪21鳥(niǎo)31.0奉3篇114.0紗6師11亦933激35.4雀33028.境2抗0.1197風(fēng)57峽28.38確142.44信10宜933廢32.1璃29949.澡3承0.1085遺93切25.7豬4殖168.1妨8嗓9蹲933踩28.8驅(qū)26870.溫4既0.0974隊(duì)29房23.09覺(jué)191.27微8啦933暗25.5岸23791.使5礙0.0862閑66旨20.44嗎211.71遙7準(zhǔn)933搏22.2親20712.咽6甘0.0751偵02糊17.輝80礎(chǔ)229.51鐵6孔933誘18.9晴17633.序7史0.0639親38因15.15吸244.6護(hù)7罷5競(jìng)966泉15.6撒15069.鋪6量0.0546濫41木12.9穿5爹257.6倡2辣4吧1000獲12.3當(dāng)12300熄0.0445剝99凈10.57啞268.19桂3替1000哀9瓜9000鵝0.0326鎮(zhèn)33罵7.73棗275.92孤2甲865摸5.7況4930.5旅0.0178頁(yè)78襖4.2藝4匠280.1郵6倉(cāng)1洋919臭3.6蓮3308.4趁0.0119迷96頃2.84娛283膛.00短12307達(dá)275793遵.3格283圾.00已棋四玻.請(qǐng)水平力作用下云側(cè)移驗(yàn)算（僅劉取計(jì)算單元受見(jiàn)荷面積計(jì)算）扯字（禮1件）梁柱線剛度薦：浴在計(jì)算梁線剛戚度時(shí)，考慮樓白板對(duì)梁剛度的近有利影響，即令板作為翼緣工免作。在工程上崖，為簡(jiǎn)化計(jì)算奮，梁均先按矩往形截面計(jì)算某困慣性矩所I顧0舟，然后乘以增密大系臟數(shù)越聽(tīng)，取豬梁勵(lì)I(lǐng)=2.0I墨0金,欣柱子正常取值垂。利梁烈柱仗8-1叮3鋼層采用容C祖2勤5四混凝土貞，惑2.8×鴿10談7托kN/m算2廣愈，粘1-劇7炊層采守用間C3練0丸混凝土悶E野C溪=讓3.0×內(nèi)10鍋7吩kN/m府2托趕，掃I干0占=1/12×弱bh塵3頭(眼m鄙4回)集。斃棵梁尺寸：邊跨炊梁駐250改mm掀×碌600mm脹，中跨梁株250季mm鷹×論500伍mm巴，縱梁耍250要mm蔬×秀600mm繼。蠅柱尺寸觀：扮1-否5駱層交750mm偷×議750mm造,6-1盲3滾層土600mm東×示600mm狡線剛度太：愧K=EI/h趨（瞎2屈）柱的側(cè)移剛療度盤(pán)D團(tuán)：央一般層：蘆=里，負(fù)投逮首層：觀=旺，預(yù)D=裹唐構(gòu)件截面幾何通特性計(jì)算如下培表：既層失貧數(shù)竊邊跨爆中跨壘∑砍D稈柱線剛磚邊梁線剛負(fù)K刺a芽D完（相對(duì)適）岡中梁線剛煤K濟(jì)a躲D槐13填3.05寸1.4勵(lì)0.46懼0.187深0.628蹲2.03匠1.12陷0.359憑1.206蝴3.6沈70希12逐3.05要1.4寸0.46資0.187相0.628爽2.03套1.12六0.359左1.206運(yùn)3.67刊0末11烈3.05上1.4哄0.46貪0.187真0.628膏2.03步1.12栗0.359副1.206臘3.67腔0座10同3.05枕1.4賠0.46既0.187蒸0.628輩2.03羊1.12甲0.359敘1.206悼3.67疊0比9泛3.05樣1.4耽0.46防0.187騾0.628渡2.03輩1.12殖0.359暑1.206乒3.67負(fù)0粒8帝3.05寇1.4白0.48括0.194月0.65刮2.03趕1.16喜0.367病1.234垂3.768科7絲3.27煎1.5僅0.46諷0.187棄0.674錫2.17機(jī)1.12繞0.359控1.293每3.935撓6句3.27爆1.5尚0.46化0.187拳0.674榆2.17切1.12日0.359謝1.293蹄3.935妄5幻7.8太1.5訊0.19襲0.087斷0.746互2.17灰0.47糖0.19槍0享1.635弊4.762他4要7.8陸1.5滔0.19部0.087脈0.746靜2.17扇0.47削0.19秘0咳1.635甲4.762潤(rùn)3句7.8仗1.5口0.19盒0.087躍0.746商2.17啊0.47親0.19姜0漆1.635濕4.762已2只12.56檔1.5邁0.12匆0.057屈1.935軟2.17畝0.29兇0.127冰4.328塞12.525新1著7.32液1.5美0.2墳0耳0.318亦2.157咐2.17圈0.5撞0.4荷00胡2.711恩9.735差層號(hào)博D僚（綁kN/m愁m削）馳相對(duì)位考移講(栽mm)異層設(shè)高蟻(日mm)含比值磨13鐘1026拒42界43092價(jià)0.1562轟47卻83.03財(cái)83.03世110.1糕0.7541臟3851卸3300凡0.0002可29您12日933亂38.7苗36107.棋1妥0.1309委21容31.0想3昂114.0緊6犧110.1辱1.0359企57286憑3300籃0.0003摘14瀉11標(biāo)933蛋35.4尖33028.貫2環(huán)0.1197車(chē)57氏28.38沸142.44譯110.1筋1.2937抓45004膀3300冷0.0003播92順10衣933炒32.1落29949.肌3想0.1085副93于25.7裝4然168.1臺(tái)8笑110.1族1.5275動(dòng)01663翻3300罪0.0004準(zhǔn)63乓9浴933鹽28.8武26870.止4恐0.0974熱29下23.09嫩191.27麻110.1厲1.7372嗽27264丹3300痕0.0005乏26涉8舊933加25.5湯23791.糠5有0.0862買(mǎi)66庫(kù)20.44誦211.71胳113.04擔(dān)1.8729隨09509拔3300那0.0005宗68紡7視933宰22.2悟20712.枕6貨0.0751飯02闖17.足80唉229.51裝118.05愉1.9442全00258熟3300謀0.0005蜜89槽6甘933仔18.9仇17633.德7寸0.0639艦38甚15.15云244.6難7僑118.05爐2.0725無(wú)63918壘3300何0.0006兵28配5梁966詳15.6沸15069.盾6兔0.0546銅41系12.9柳5饅257.6焰2膚142.86內(nèi)1.8032岸76417初3300鐵0.0005環(huán)46路4銹1000吩12.3劫12300網(wǎng)0.0445茫99基10.57寶268.19批142.86餓1.8772朗64044溪3300謝0.0005賢69航3妻1000匪9恭9000襖0.0326們33掛7.73碼275.92否142.86漿1.9314理01332職3300夢(mèng)0.0005壇85倘2生865離5.7獵4930.5定0.0178予78慣4.2總4瓦280.1千6灰375.75毫0.7455頓94055禾2100月0.0003陽(yáng)55蛋1壘919賺3.6糟3308.4氣0.0119妙96量2.84級(jí)283柏.00揭292.05測(cè)0.9690眾1217捕3600原0.0002捎69堪12307嫩喊275793蹲.3耳專283福寒青19.564漫79143暗述紫（助3臟）怖驗(yàn)算風(fēng)載和地木震下的側(cè)移（酒見(jiàn)下表）埋地震作用下側(cè)廟移驗(yàn)算擋驗(yàn)算風(fēng)載作用派下層間位移答層數(shù)麥風(fēng)封載收Fi臥層剪肆力販Vi(KN)趨D豈D注（臂kN/m久m盈）文相對(duì)位躍移裕(殃mm)姜絕對(duì)位盡移萌(環(huán)mm)兵Hi(m)得Ui/Hi船13霉18.10索18.10駱3.67伸110.1責(zé)0.1644大12返12.753輸57粘3.3筍4.98E-委05舍12盯26.58頃44.6婚9棍3.67飲110.1掙0.4058攔69點(diǎn)12.589墾16弱3.3符1.23E-筆04促11進(jìn)25.16理69.85撕3.67泥110.1得0.6344引66趴12.183盈29符3.3敬1.92E-我04懷10甲23.71旱93.5綢7貞3.67盒110.1葵0.8498誼5威11.548魂83殘3.3遵2.58E-評(píng)04嫌9需22.18筑115.7如5負(fù)3.67釘110.1融1.0513序14繩10.698隔97喊3.3穩(wěn)3.19E-座04塘8煙20.6排1群136.3孔6送3.768待113.04重1.2062振93耕9.6476盡6級(jí)3.3淘3.66E-沾04工7礙1灣9.00添155.3午6貧3.935雕118.05軌1.3160律41混8.4413聞67際3.3器3.99E-研04鍋6拴17.27押172.63顏3.935峰118.05零1.4623折5西7.1253贏26輝3.3蜜4.43E-勇04悲5盲15.66悉188.治30座4.762鉛142.86勉1.3180超17死5.6629庫(kù)77澡3.3為3.99E-悉04別4增14.52虜202.81客4.762亞142.86哭1.4196責(zé)42剃4.3449示6綢3.3路4.30E-丹04監(jiān)3宅13.6鴨9義216.蛾50晨4.762石142.86幅1.5154罵44蓮2.9253顧18白3.3舅4.59E-怪04灰2濟(jì)10.61霉227.10檢12.525談375.75斃0.6044厘03腎1.4098誓74肝2.1墊2.88E-哀04大1貴8.13跟235.2瞎4傭9.735準(zhǔn)292.05緩0.8054岸71乞0.8054氣71恥3.6佛2.24E-逢04卡從圖表中可以蜻看到字=1/55曲0非，所以側(cè)移剛策度滿足要求倆。良五莫.周內(nèi)力計(jì)算（僅殼取計(jì)算單元受款荷面積計(jì)算）噸1窮、姜恒載作用下的閉內(nèi)力計(jì)算褲（溫1折）賊采用分層法進(jìn)偷行內(nèi)力計(jì)算，三因?yàn)榱荷虾奢d將為均布型和三遞角形型兩種，爬所以首先等效脹均布荷載。三循角形荷載等效蹤公式：累q=0.62弓5伯，用分層法時(shí)輔，除底層外，組上層各柱的線陪剛度均乘蹈以偷0.塌9藝進(jìn)行修正，柱可的傳遞系數(shù)牢取率-1/涂3供，底層柱赴取毒-1/闖2爆。粱由于計(jì)算單元萄框架結(jié)構(gòu)和荷抽載對(duì)稱，中跨菜線剛度折減一誤半，力矩不再彼在中跨傳遞。引（滅2謝）本固端彎矩的計(jì)他算邊跨：中跨：罩另外，恒載作墨用下，縱向梁既傳給柱的集中蔥力較大，由平易面圖知梁在柱去上有偏心距，向故產(chǎn)生節(jié)點(diǎn)附滅加偏心彎矩。降節(jié)點(diǎn)附加偏心板彎矩堡：舟M=F切×危（注意：因?yàn)閱∪∫话虢Y(jié)構(gòu)進(jìn)羊行計(jì)算，計(jì)算還中跨時(shí)，跨度滅應(yīng)為與原結(jié)構(gòu)在的一旗半供,僚采用開(kāi)口小框確架進(jìn)行力矩分鋪配，具體值見(jiàn)缺圖。傘（抖3伍）惡考慮到恒載作址用下節(jié)點(diǎn)不平紡衡彎矩較大，綢將不平衡彎矩錦進(jìn)行二次分配碑以提高精度，撒現(xiàn)合以蛙1粗3具層為例示例二補(bǔ)次分配：撫1耕3能層邊節(jié)點(diǎn)不平喝衡彎矩杰：烘6.84憤戴所以：右熊梁碧:-6.8襲4行×皮0.337+像(-70.5圈7)=-72徹.88藥橡抖下柱感：葉70.57+搶6.84迅-哪6.84州×頓0.663=懶72.88帆1堤3弄層中節(jié)點(diǎn)不平唇衡彎矩訴：諸-8.10匹篇所以：左梁摧：胞75.28+封8.10族×賤0.271=款77.48村趴落下柱寨：蝴-50.29呀-8.10+士8.10培×搏0.532=旅-54.08積榮熄右梁兵：參-24.99贊+8.10率×餐0.197=蹈-23.40屋凈疊其余節(jié)點(diǎn)的不詞平衡彎矩分配學(xué)過(guò)程同上，二蚊次分配后的彎屠矩見(jiàn)表格。掏（冒4盲）噸將荷載還原計(jì)查算剪力和跨中早彎矩等。澤喇邊跨梁左側(cè)剪坑力（記為昂），邊跨梁右舒?zhèn)燃袅Γㄓ洖楹灒吙缌鹤螵?jiǎng)側(cè)彎矩（記為攀），邊跨梁右邀側(cè)彎矩（記為榆），夜代表梁上作用釣的均布荷載，除代表梁上三角胡形荷載峰值，扭以下同。邊跨：中跨：螞（中跨梁兩端計(jì)剪力絕對(duì)值相雄等）馳（君5斗）俊彎矩調(diào)幅刊僅對(duì)兩端彎矩屈進(jìn)行調(diào)幅，調(diào)灶幅系數(shù)取悼為改0.8嬸5業(yè)，彎矩調(diào)幅后測(cè)仍舊按實(shí)際荷響載（均布荷篩載桶+唉三角形荷載）敬計(jì)算梁端剪力怒和跨中彎矩，芳計(jì)算公式同上始。堅(jiān)（俱6界）右計(jì)算控制截面榆彎矩、剪力止因?yàn)榉謱臃ㄋa(chǎn)得到的端彎矩冷是柱軸線處的但彎矩，而控制值截面是梁端柱稀邊的截面，故勢(shì)應(yīng)計(jì)算梁端柱五邊的彎矩剪力女，按實(shí)際荷載脹作用和平衡條誕件求解控制截煎面的內(nèi)力，經(jīng)超化簡(jiǎn)得公式如券下：（控制截味面內(nèi)力再端截成面內(nèi)力基礎(chǔ)上恩加控“’寨”轎表示，表格中敏會(huì)直接指出）剪力部分：邊跨：6-13層：需1-曉5渠層：（變截面虜）中跨：6-13層：1-5層：彎矩部分：邊跨：6-13層：鐮1-圖5亞層：（變截面兇）中跨：6-13層：1-5層：銅說(shuō)明：上面所摩列各式中，各捧符號(hào)代表值均恥取絕對(duì)值進(jìn)行艱計(jì)算，具體計(jì)借算見(jiàn)表格。虧（仔7債）漿柱軸力計(jì)算務(wù)體湊柱軸力可通過(guò)模對(duì)上層傳來(lái)、或梁端剪力、縱妄向梁傳來(lái)剪力塔和柱的自重疊申加得到，具體柳計(jì)算過(guò)程及結(jié)綁果見(jiàn)表格。貫層數(shù)縫邊柱縣中柱帳層高悅柱端彎矩乖柱剪力伯柱端彎矩權(quán)柱剪力呈13交3.3撲頂部民72.88渡-31.76乎頂部逗-54.08控26.2序2郵底部需31.94岸底部載-32.44聾12慮3.3迷頂部算38.11范-19.63縮頂部猛-23.78素15.32絮底部芝26.69囑底部拍-26.79練11求3.3架頂部虎42.59害-20.99梢頂部粱-26.79現(xiàn)16.2利4綠底部譯26.69像底部搭-26.79妹10突3.3揉頂部撈42.59賢-20.99繩頂部悔-26.79梳16.2腸4竟底部縱26.69做底部披-26.79幸9孟3.3潔頂部耗42.59店-21.03烏頂部記-26.79輩16.27爐底部切26.8蓄0鮮底部娃-26.9不0飛8它3.3針頂部熔42.43層-20.82效頂部件-26.57障15.94卷底部蹤26.26籍底部科-26.04制7層3.3風(fēng)頂部盜42.95侮-21.45曠頂部衰-27.29苗16.72物底部界27.82領(lǐng)底部物-27.9宿0噸6敬3.3鏡頂部無(wú)40.89推-19.15剪頂部幸-24.9疲0資13.5戒8向底部趙22.32喝底部帥-19.9及0會(huì)5建3.3元頂部都47.02蠶-21.18濱頂部掠-37.65程20.93粒底部諒22.88詠底部雁-31.43評(píng)4梳3.3州頂部所48.2室0鬼-21.67栽頂部獻(xiàn)-28.1方0辭17.7燈1偶底部貢23.31咐底部會(huì)-30.33伍3害3.3毀頂部證47.64聾-20.65楊頂部盈-28.38撤16.0自1故底部肉20.49污底部輕-24.45駱2懂2.1更頂部具50.44擁-39.31霉頂部奔-36.08腦36.69元底部鳥(niǎo)32.12棕底部察-40.97材1囑3.6抓頂部避37.61附-16.6恢4昂頂部壽-18.81前8.4廊1剛底部搬22.28佩底部宰-11.46噸恒載下柱端彎帳矩剪力炸層數(shù)底邊跨位中跨弓Ma津Mb匠均布荷載繞三角形主Va尚Vb輕邊跨中言中跨彎矩右喪均布荷載妄三角形嶼Vb瀉c最中跨中彎矩糕13痕-72.88中77.48集3.91辨39.9舍0宵70.81盲-72.35賄62.12惠-23.4鳥(niǎo)0么3.26盈15.96般13.49協(xié)-13.39殃12拉-71.05互66.33億8.94碧22.56用61.45許-59.87陣39.22備-10.11原3.27謊9.02夫9.34導(dǎo)-3.43床11刻-69.28羨64.8非0演8.94貫22.56柜61.41乖-59.91查40.87卡-11.22趕3.27晝9.02竟9.34感-4.54瀉10掛-69.28說(shuō)64.8非0扁8.94猜22.56析61.41稍-59.91義40.87嶼-11.22鬧3.27旱9.02襲9.34殖-4.54渾9旁-69.28愛(ài)64.8報(bào)0蝶8.94耍22.56寺61.41弄-59.91惕40.87蝶-11.22龍3.27托9.02憂9.34綠-4.54川8串-69.23厚64.74欄8.94危22.56蘇61.41森-59.91頸40.93幣-11.27反3.27違9.02證9.34蓄-4.59戰(zhàn)7膚-69.21好64.74始8.94票22.56盜61.41誘-59.92湖40.94筋-11.41肆3.27騾9.02烈9.34免-4.73混6歡-68.71職64.37飽8.94啞22.56屆61.38項(xiàng)-59.94損41.37喉-11.57塔3.27探9.02譜9.34去-4.89點(diǎn)5口-69.34董66.28晌8.94決22.56襯61.17朗-60.15消40.1賊0釋-8.68晝3.27煉9.02迫9.34淋-2脹.00敲4迅-71.08凈66.75疤8.94碰22.56濱61.38骨-59.94可39蓮.00遞-7.22捏3.27廈9.02搖9.34汽-0.54課3候-70.95蝕66.28鋼8.94胸22.56希61.44宣-59.88址39.3斗0懇-7.57送3.27疑9.02袍9.34他-0.89命2夾-70.93感67.14句8.94內(nèi)22.56救61.29部-60.03鉆38.88牧-6.61舟3.27滅9.02會(huì)9.34避0.07姐1啄-69.73橡66.83貍6.2犧0押21毯.00霞50.58羽-49.62內(nèi)22.62仆-7.05情3.27羽8.4扛0跟8.96燃-0.66率恒載下彎矩未姻調(diào)幅時(shí)剪力芳恒載下彎矩未四調(diào)幅時(shí)否控制截面澆剪力夠?qū)訑?shù)蹲邊跨漆中跨束均布荷載京三角形階Va瘦Va'惠Vb星Vb'慣均布荷載伍三角形閱Vbc別中跨控制截面以剪力頃13怖3.91研39.9灶70.81奴69.04斬-72.35身-70.58以3.26糧15.96扣13.49轟11.67讓12交8.94蘭22.56魯61.45軟58.43榜-59.87復(fù)-56.85越3.27爹9.02唐9.34危7.77夾11遮8.94栗22.56克61.41握58.39似-59.91匠-56.89錫3.27浙9.02能9.34穩(wěn)7.77槽10勒8.94胸22.56沙61.41溉58.39付-59.91煉-56.89做3.27誰(shuí)9.02務(wù)9.34傅7.77愈9沃8.94刃22.56曾61.41篇58.39場(chǎng)-59.91游-56.89諸3.27嗓9.02紹9.34租7.77多8島8.94爛22.56梯61.41辭58.39撿-59.91外-56.89算3.27尸9.02削9.34弱7.77問(wèn)7勞8.94憐22.56盡61.41幻58.38葉-59.92泄-56.89勵(lì)3.27撇9.02餐9.34右7.77擁6斤8.94張22.56壞61.38騾58.36纖-59.94個(gè)-56.92介3.27穗9.02踐9.34選7.77述5餅8.94果22.56隨61.17邁59.18壽-60.15題-58.16俱3.27添9.02兄9.34奮7.58赤4漢8.94雄22.56誠(chéng)61.38玉57.5趨0謎-59.94體-56.06資3.27美9.02離9.34立7.58醋3貼8.94享22.56劇61.44逢57.56韻-59.88燕-56榜.00炭3.27跨9.02萄9.34觸7.58濫2窩8.94努22.56蜜61.29奸57.41灶-60.03宋-56.15桿3.27糟9.02磨9.34痛7.58陽(yáng)1迷6.2屆0播21型.00完50.58豬46.74乒-49.62遵-45.77聾3.27炕8.4怖0龜8.96液7.25市恒載下彎矩調(diào)責(zé)幅后彎矩剪力濟(jì)層數(shù)頂邊跨彩中跨蠻Ma雨調(diào)禁幅孕Ma怕Mb僚調(diào)跡幅滿Mb蛋均布荷載筋三角形孔Va昌Vb極跨中彎矩收1/害2器簡(jiǎn)召支注M串中跨彎矩右它調(diào)幅后棟均布荷載劈三角形堵中跨剪力敢跨中彎矩悠13悉-72.88諷-61.95鐘77.48型65.86岡3.91盡39.9讀70.93躺-72.23蠶73.39沫68.65矛-23.4盟0棍-賤19.89叛3.26川15.96獄13.49宅-9.88趴12誼-71.05喂-60.39康66.33快56.38層8.94艱22.56積61.33墾-59.99沃49.52攻53.96含-10.11春-蒜8.59穴3.27艦9.02黃9.34野-1.91巨11拜-69.28銜-58.89店64.8候0京55.08課8.94丈22.56步61.29勤-60.03負(fù)50.93憐53.96盒-11.22趟-匆9.54葵3.27紅9.02另9.34遭-2.85翼10慎-69.28湯-58.89刷64.8山0兼55.08欣8.94深22.56譯61.29誦-60.03封50.93夕53.96禁-11.22御-叢9.54磨3.27開(kāi)9.02背9.34蒜-2.85迎9淚-69.28撲-58.89隊(duì)64.8汪0捆55.08持8.94而22.56耕61.29刑-60.03抵50.93北53.96材-11.22距-叉9.54襲3.27賭9.02謙9.34咱-2.85即8餐-69.23也-58.85烘64.74和55.03相8.94帽22.56紐61.3疏0拐-60.02謹(jǐn)50.97刑53.96鍬-11.27頃-紐9.58稅3.27獅9.02鍬9.34朽-2.9倚0春7藏-69.21急-58.83筋64.74頌55.03默8.94嘗22.56巡61.29鐮-60.03丟50.98夜53.96也-11.41兆-宣9.7頁(yè)0愁3.27兵9.02績(jī)9.34副-3.01羨6每-68.71脫-58.4耳64.37筋54.71寬8.94三22.56刻61.27替-60.05簡(jiǎn)51.35進(jìn)53.96陽(yáng)-11.57州-聯(lián)9.83笛3.27兇9.02武9.34要-3.15歡5豐-69.34夜-58.94蹈66.28柴56.34鼓8.94伏22.56穩(wěn)61.09催-60.23霜50.27乳53.96當(dāng)-8.68姨-砌7.38慘3.27花9.02殖9.34睛-0.69蛇4幕-71.08爽-60.42遷66.75愛(ài)56.74換8.94躍22.56者61.27棉-60.05蝴49.33候53.96湖-7.22科-誕6.14搬3.27弦9.02斗9.34粘0.55忌3謝-70.95窄-60.31歇66.28潛56.34腰8.94攪22.56己61.32倍-60己.00錄49.59流53.96拼-7.57郊-既6.43強(qiáng)3.27述9.02柄9.34綿0.25公2變-70.93御-60.29庫(kù)67.14飯57.07古8.94戲22.56憶61.2妖0素-60.12腥49.23懷53.96長(zhǎng)-6.61及-儉5.62舞3.27撐9.02運(yùn)9.34灣1.07腿1毯-69.73采-59.27秤66.83繞56.81滔6.2四0狡21權(quán).00本50.51奏-49.69逝32.86遷45.45盲-7.05巾-容5.99壟3.27艷8.4哈0腫8.96鋪0.39槽恒載下彎矩調(diào)痰幅后控制截面適彎矩剪力表越層數(shù)桃邊跨償中跨巷均布荷載耳三角形遷調(diào)幅爸后蘋(píng)Va春梁端柱邊高調(diào)幅繭后般Vb很梁端柱邊襪調(diào)幅瞞后班Ma森梁端柱邊佩調(diào)論幅作Mb察梁端柱邊菌均布荷載更三角形俯中跨剪力欣調(diào)幅后騰中庸跨覆M秒梁端柱邊袖13擋3.91斧39.9腔70.93車(chē)69.16地-72.23扇-把70.46份-61.95紹-40.91屠65.86跡-44.42贈(zèng)3.26東15.96擠13.49寨-擦19.89酒-16.05渴12唱8.94雨22.56艷61.33殼58.31例-59.99賴-及56.97軋-60.39到-42.43外56.38柱-38.82狗3.27城9.02丈9.34揪-朗8.59問(wèn)-5.97世11筐8.94冒22.56城61.29豬58.27于-60.03幫-就57倍.00藍(lán)-58.89毅-40.94笑55.08雄-37.51座3.27鳳9.02由9.34諒-尺9.54歲-6.92市10投8.94個(gè)22.56筑61.29行58.27勿-60.03晨-盞57跳.00仇-58.89表-40.94急55.08紙-37.51妖3.27伴9.02暮9.34慶-朽9.54變-6.92糕9棗8.94慧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-河19.62斧-蛙16.6培8符20.82逗17.仇70犯12等17.83終17.65敏-18.17短-17.99限-麗4.48屆-攤3.8蹤1砍4.8鑒2.88離2.8憂1碑11獲-酷19.62炎-動(dòng)16.6費(fèi)8扔20.82勒17.客70溪12荷17.83師17.65曠-18.17斯-17.99滿-疼4.48精-但3.8劉1巷4.8橋2.88愉2.8幅1煎10蛾-衣19.62飄-掠16.6盈8境20.82病17.學(xué)70斜12趨17.83臟17.65堤-18.17孝-17.99柴-港4.48嬌-疤3.8疲1鞏4.8測(cè)2.88袍2.8達(dá)1蹦9揀-消19.62級(jí)-呆16.6鎮(zhèn)8熄20.82訂17.富70示12旦17.83掠17.65季-18.17吳-17.99乳-登4.48賤-葛3.8逐1凳4.8誕2.88吐2.8蝦1鑒8轟-捧19.62饅-識(shí)16.6朗8友20.82妖17.球70頸12餅17.83毀17.65福-18.17知-17.99誰(shuí)-翻4.48稠-雀3.8撫1圈4.8蠶2.88派2.8著1研7紫-尚19.5壟-躺16.5達(dá)8公20.79那17.67郵12勝17.8蝕2應(yīng)17.6挪4煌-18.18宮-18.00墻-離4.56斯-肺3.8支8籮4.8塘2.88縮2.8明1子6永-鴨19.59旱-迎16.65洋20.82恭17.趨70妄12毀17.8嚇3駁17.65敘-18.17暑-17.99范-撲4.48坐-珠3.8兵1使4.8底2.88梨2.8愿1揪5書(shū)-誼20.73掠-贈(zèng)17.62產(chǎn)21.36暮18.16鉛12賄17.91登17.6躁3幟-18.0寺9攪-17.8麗1圈-瞞3.41返-鮮2.梁90而4.8夕2.88而2.7杠7對(duì)4六-黎21.24呢-亭18.05栗21.62誘18.3霞8犯12或17.9催5賊17.66齊-18.05駱-17.77坐-凈2.9電0玩-冷2.4津7悄4.8陷2.88樂(lè)2.7瞇7峽3盈-租21.24皆-般18.05海21.62婚18.3蓮8封12墓17.9膜5領(lǐng)17.66芝-18.05凈-17.77及-也2.9男0胃-天2.4遲7煌4.8會(huì)2.88歲2.7斯7袖2灌-灑21.51毫-監(jiān)18.28酷21.81挺18.5貴4利12比17.9蝴6互17.6悼8鳴-18.04目-17.76驅(qū)-指2.58會(huì)-惡2.19吧4.8晨2.88腸2.7昌7督1住-憂21.53明-忌18.30浙21.82奸18.5芬5攏12沾17.9愧6熔17.6黎8流-18.04廳-17.7懶6茶-親2.55傘-省2.1定7釣4.8促2.88酒2.7霞7蕉活載下彎矩調(diào)弊幅后剪力表表層數(shù)三邊跨差中跨挖Ma機(jī)調(diào)伶幅綱Ma雞Mb動(dòng)調(diào)筍幅豎Mb敞三角荷載犬Va境控籠制婚Ma拿Vb輩控光制鄭Mb兼跨嬌中幸M律簡(jiǎn)包支舅1/溝2蜓跨中酒M狀b輝c巴調(diào)厲幅灰Mc辭三角荷載抹Vbc送控能制浙M黎b武c辟跨勇中娛M英13擋-徐4.31澇-治3.66根5.01嗚4.2咐6業(yè)3確4.40謝-2.35尚-4.維60伐-盒2.88傷5.0屈4航4.5諷-哀1.62售-戴1.3膛8慰1.2跳0.72盲-1.16緊-0.80被12點(diǎn)-驚19.62籍-浩16.6徹8清20.82諸17.背70拾12職17.83紀(jì)-11.3鼓5釀-18.17孔-鄭12.26燦18.81攻18德-考4.48芹-喂3.8礎(chǔ)1餅4.8溜2.88伍-2.95敗-1.50譜11福-軟19.62帳-濃16.6顯8糠20.82信17.械70缺12閥17.83斑-11.3安5租-18.17段-禿12.26糖18.81啞18紛-裁4.48鍛-耗3.8迎1奏4.8密2.88謊-2.95奏-1.50口10差-碑19.62重-販16.6暴8戀20.82刑17.喘70緒12薪17.83暈-11.3豈5攻-18.17溜-把12.26帶18.81綢18昂-五4.48妖-杯3.8虎1男4.8仆2.88樸-2.95嫂-1.50仗9孟-質(zhì)19.62椒-停16.6臨8傍20.82闊17.避70衡12流17.83梯-11.3休5臣-18.17列-稅12.26盜18.81億18肌-擁4.48請(qǐng)-風(fēng)3.8令1啞4.8陶2.88脫-2.95底-1.50由8繪-弱19.62麗-聚16.6言8烤20.82屈17.語(yǔ)70梢12宋17.83物-11.3嗚5棵-18.17郊-楊12.26鍛18.81喇18苦-峰4.48陰-室3.8芬1起4.8還2.88偶-2.95囑-1.50窯7移-長(zhǎng)19.5鷹-喊16.5醋8脹20.79鹿17.67縱12輛17.8坐2蜻-11.2清5氏-18.18股-根12.23挑18.8挺8婚18服-瞎4.56粘-涂3.8獻(xiàn)8驗(yàn)4.8扔2.88郊-3.02兆-1.57穿6翼-冒19.59那-手16.65療20.82很17.意70唯12復(fù)17.8淹3兵-11.32懶-18.17鍛-倉(cāng)12.26扭18.8過(guò)3為18辛-推4.48敢-朱3.8站1耳4.8品2.88款-2.95載-1.50醬5鏡-脹20.73豬-卵17.62柴21.36扮18.16諷12慌17.91案-10.9畝4旁-18.0說(shuō)9繼-電11.4竹1雪18.11槽18餐-泉3.41差-漂2.畫(huà)90哀4.8徒2.88膚-1.83臺(tái)-0.59逆4償-周21.24綁-酬18.05線21.62士18.3唯8幼12臨17.9庸5容-11.3越6替-18.05四-塘11.64搏17.78給18耳-什2.9膽0計(jì)-畏2.4繞7壯4.8辯2.88勞-1.輝40踏-0.16樓3浙-欄21.24雖-廁18.05蘿21.62絲18.3黑8性12母17.9漢5年-11.3辣6膝-18.05桿-縮11.64關(guān)17.78寒18緣-炭2.9遠(yuǎn)0臺(tái)-踢2.4劇7奮4.8翼2.88慕-1.懂40案-0.16基2疼-蓮21.51今-品18.28我21.81奧18.5飲4居12布17.9閉6文-11.58慰-18.04魚(yú)-棟11.8垮1禮17.59蹄18濁-致2.58鐮-然2.19邁4.8桐2.88討-1.1淡3農(nóng)0.11律1蠢-派21.53銜-看18.30腥21.82欲18.5柄5送12榮17.9螞6讓-11.60患-18.04維-治11.8調(diào)2匠17.5悟8駛18杜-錘2.55辰-臉2.1儉7衛(wèi)4.8版2.88斧-1.10桶0.1愧4兆活載下彎矩調(diào)耽幅后控制截面坑彎矩表訂活載作用下軸垮力庸層數(shù)察邊跨幻中跨裁橫梁剪力灶縱梁剪力屈上層傳來(lái)萍軸力虜橫梁剪力仰橫梁剪力饒縱梁剪力籠上層傳來(lái)敲軸力摧13浮4.38鼠5.4碗0酬0性9.78蘇-4.62咬0.72挪8.64武0卻13.98箱12銳17.8與0顯21.6維0到9.78胖49.18歷-18.2倘0叨2.88弦34.56偷13.98全69.62益11芝17.8慈0熟21.6述0棵49.18鄰88.58亭-18.2牧0栽2.88堡34.56株69.62回125.26鈔10孟17.8跡0蝶21.6殘0鈴88.58詳127.98閃-18.2笨0趁2.88界34.56容125.26拋180.9土9數(shù)17.8浮0屢21.6控0鐘127.98精167.38步-18.2雪0潮2.88弟34.56跡180.9醬0扇236.54父8挑17.8藍(lán)0鞭21.6型0亦167.38抵206.78鞭-18.2榆0訪2.88耕34.56過(guò)236.54堡292.18即7茫17.79過(guò)21.6扁0浙206.78桑246.17淡-18.22葵2.88笑34.56哄292.18曾347.84盒6燭17.8苦0足21.6帶0晝246.17邁285.57損-18.21項(xiàng)2.88騾34.56僑347.84勤403.49悔5骨17.9取0煤21.6炭0畢285.57朗325.07雀-18.11鞏2.88籠34.56展403.49準(zhǔn)459.04男4梯17.94衰21.6愉0攻325.07裁364.61籌-18.06線2.88膚34.56稱459.04犁514.54窄3爛17.94借21.6愚0政364.61火404.15臂-18.06菌2.88盟34.56鍛514.54致570.04鼠2喂17.95諷21.6血0騙404.15醋443.7資0援-18.05略2.88川34.56寬570.04亡625.53買(mǎi)1眉17.95敘21.6鏟0課443.7易0孔483.25趣-18.05盼2.88反34.56債625.53猴681.02云3百、煩風(fēng)載作用下的殼內(nèi)力計(jì)算（水美平力下內(nèi)力之云均以絕對(duì)值表影示）牛（剩1消）銅反彎點(diǎn)高度的踐計(jì)算思—呆反彎點(diǎn)到柱下蜘端結(jié)點(diǎn)的距離專，即反彎點(diǎn)高省度。懸—嫌標(biāo)準(zhǔn)反彎點(diǎn)高秘度比。獵—擊上下橫粱線剛談度比對(duì)標(biāo)準(zhǔn)反亭彎點(diǎn)高度比工的修正系數(shù)。元—皺上層層高變化退修正值?；q下層層高變化答修正值。然根據(jù)框架總層否數(shù)，該柱所在畫(huà)層數(shù)和梁柱線燈剛度比褲查表得。想（藏2哲）鞏剪力分配及柱獵端梁端彎矩的對(duì)計(jì)算莖1岡）通按獸D孩值分配剪力：改殃2傲）柱端彎矩的漁計(jì)算：柱上端：柱下端：;味3持）臘根據(jù)節(jié)點(diǎn)平衡截由柱端彎矩求夾得梁軸線處彎墓矩搏μ潮B1煉=麻K擦B1于/(K皇B1務(wù)+K秋B2柿)抱M幼B1抄=(M至C偏上范+M怎C惕下朽)×外μ逼B1臣蛛μ跡B2島=睜K役B饒2蠢/(K療B1即+K饒B2斗)禽M握B2無(wú)=(M載C置上擦+M布C專下豆)×悟μ豎B2牧4第）掘水平地震作用兼下的梁端剪力誦和柱軸力標(biāo)準(zhǔn)殿值辰（扭3排）講控制截面彎矩鍋剪力的計(jì)算脆因?yàn)橛?jì)算所得螺到的端彎矩是秧柱軸線處的彎恭矩，而控制截佛面是梁端柱邊住的截面，故應(yīng)拋計(jì)算梁端柱端藏的彎矩剪力，銜彎矩計(jì)算公式戲如下：（梁上根無(wú)荷載，剪力項(xiàng)無(wú)變化，故不頁(yè)列）族6-1體3輕層：餅邊跨：削中跨：村1-眉5用層：料邊跨：住中跨：寇柱反彎點(diǎn)高度鉛計(jì)算皺層數(shù)紡邊跨景中跨漠K煌Y0史Y1溉Y2熱Y3杏Y閥K喊Y0掛Y1鄙Y2你Y3韻Y叔13騎0.46勉0.23縣0窮0駱0刃0.23赤1.12羽0.36濱0誦0故0詢0.36恥12塵0.46橋0.33弄0磨0帶0付0.33陵1.12居0.41敗0垂0竿0葛0.41沸11夜0.46鞋0.4償0尤0脹0星0.4乖1.12識(shí)0.45林0化0燥0表0.45字10秘0.46印0.43斃0嚼0到0臟0.43房1.12魔0.45們0漏0唇0樹(shù)0.45隸9旬0.46坊0.45貌0底0師0惜0.45將1.12剛0.46徒0妥0炭0鄙0.46價(jià)8辯0.48勻0.45冶0短0突0抓0.45容1.16伯0.5畏0壺0童0牧0.5飛7礙0.46鳴0.45治0附0個(gè)0朽0.45趕1.12熟0.5張0同0乖0滴0.5溪6旱0.46喘0.48氣0驟0童0民0.48地1.12興0.5澇0圖0敏0閑0.5底5例0.19跌0.48價(jià)0票0瓶0饑0.48尤0.47圾0.5辭0竹0蓋0坦0.5何4國(guó)0.19際0.5陣0繡0福0蔽0.5鑒0.47競(jìng)0.5衡0禁0坊0罰0.5惕3第0.19吳0.5尊0走0瓣-0.04梯0.46夫0.47秩0.5屠0裁0黑-0.04峰0.46追2妥0.12璃0.55惹0昂0.05料0.08尿0.68弱0.29振0.5敢0臘0.05蹦0.08蹄0.63歪1賠0.2怖0.77禍0廟-0.05漂0賽0.72數(shù)0.5找0念0.64廈0啟-0.05諒0件0.59飼層數(shù)右邊跨單中跨粉層高箭層剪力碎反彎點(diǎn)壩∑倡D決邊策柱蠟D箱邊柱剪力該邊柱柱彎矩活靠邊柱梁旱端慨M幕中特柱痰D鳴中柱剪力游中柱端彎矩鉆A狗B概梁線剛哈B老C籌線剛貼柱左端梁勒M秀柱右端梁佩13鍬3.3喬18.10牢0.23曬3.67滾0.628孔3.10乓上端繭7.87愈7.87葬1.206得5.95飛上端鬧15.11移1.4刷2.03知6.17枯8.94姓下端爹2.35回下端掘4.51廈12連3.3梯44.67剃0.33排3.67噴0.628維7.64寒上端乳16.90饅19.25貓1.206袖14.68掛上端兵32.46鎖1.4樸2.03步15.09臥21.88映下端章8.32伏下端薯15.99橋11召3.3粥69.85覆0.4廉3.67威0.628敢11.95不上端傭23.67蓄31.99討1.206職22.95達(dá)上端榜45.45致1.4去2.03拋25.07佛36.36府下端租15.78劍