學士某層框架結構辦公樓畢業(yè)設計計算書二

山東建筑大學畢業(yè)設計說明書PAGE61 -目錄TOC\o"1-2"\h\z摘要II前言Ⅳ第一章建筑設計方案………………11.1工程地質條件…………………11.2主要建筑做法…………………21.3建筑截面選型、平面布置及構件截面初估……2第二章結構設計方案………………42.1確定計算簡圖……………………42.2統(tǒng)計荷載：………52.3風載作用下側移的驗算…………112.4內力計算…………122.5內力組合…………332.6截面設計與配筋計算……………49第三章施工組織設計………………753.1工程概況…………753.2施工方案………763.3主體工程施工……………………78辜3.4趴諸施工現(xiàn)場的平執(zhí)面布置何圖柿………………潛………………何………涉…刺81教3.5沖扯工程措允施緊………………鎮(zhèn)………………究………………窄………五…鄰82附3.6疏滾編制依擾據辟………………霧………………陽………………榨………療…儀86剝附內表擋兵定額計算人工耕及工友日留………………梳………………蝶………膏…朽88淡結盤休你論傷………………纏………………訓………………傘………………殘…良92分謝姨冬雙辭盜………………書………………漫………………勞………………趁…繡94家參考文顏獻甘………………槍………………涉………………肌……………儲…抖95摘要深本論文綜合運筒用所學的專業(yè)跑知識，根據設義計任務書的要畢求進行了鋼筋裁混凝土結構辦黑公樓的建筑設日計、結構設計鮮。瘡設計過程遵循評先建筑后結構昨再基礎的順序挪進行。建筑設燥計，依據建筑微總體規(guī)劃要求伏、建筑用地條鬼件和基地周邊啟的環(huán)境特點，起首先設計建筑隱平面，象向其次進行立面草造型、剖面設結計。建筑設計圾應滿足使用功渠能和造型藝術櫻的要求，并適漁應未來發(fā)展與稼靈活改造的需付要。幫結構設計密切彎聯(lián)系建筑設計斬，以現(xiàn)行的有屋關規(guī)范為依據考，主要包括結擔構選型及結構芬布置、確定計瘋算簡圖及計算拘單元、荷載計蠶算、側移控制豈、內力組合、稠構件設計、樓拳梯設計、基礎洗設計等內容席代。本工程采用形鋼筋混凝土結棗構框架結構體雜系（橫向承重媽），選擇了有積代表性的一榀梅框架進行計算思。對于豎向荷匆載作用采用彎剩矩二次分配法夾，水平荷載作餐用采用燥D串值法。設計計劃算整個過程中壩綜合考慮了技爹術經濟指標和障施工工業(yè)化的熊要求，由于本職工程位于芳6恩度抗震設防區(qū)盡，所以計算時寒不考慮抗震要煮求。且施工組織設計鄉(xiāng)主要包括施工炸準備工作、施附工部署、主要者項目的施工方俱法以及技術質怨量、安全生產惱、文明施工方祖面的一系列措值施。眠關鍵詞拔：掉葵建筑設計劈痰結構設計殊施工組織設計怨繁荷載計算修詞ABSTRA竹CT賭Thist概hesis刊usest閣hepro抽fessio辛nalkn蜻owledg滋esynt絞hetica艙llyac您cordin撇gtot惰hereq竊uesto慮fthe體design鋪progr般am.Th大edesi茂gnof揭theof翅ficeb普uildin餓gincl浸udesa壤rchite何ctural膝desig慚n,str作uctura子ldesi流gnand綿const貓ructio堡nmana煙gement畏desig夫n.脂Th愁edesi樓gnpro勺cessf軍ollows冊theo蟻rder:兵firstl竹y,arc盒hitect闊urald尤esign;嫂secon乳dly,s釋tructu洗ralde毒sign;充lastly峰,the清founda別tiond威esign.半Thea極rchite勻ctural鄉(xiāng)desig星n,acc頑ording秤toth匙emast底erpla炮noft勺hebui冠lding,僻thes桿iteco托nditio敵n,per寨iphera菌lurba聾nenvi爛ronmen稅t,and隙chara妙cteris烤ticof再theb害asede白signt血hebui踏lding謊plain困atfir豈st.Th井eelev原ation邊design霜isca健rried再onsec雁ondly,莊consi廈dering顏build趕ingcl有assify桑andf磨irepr幣eventi蔽on.Th票earch飾itectu精ralde填signs痰hould條meett勾henee折dsof搶thefu陵nction回alreq住uireme漸nt,th凈euse諒requir顏ement容andde控velopm帝entan萬dflex當iblet懲ransfo寸rmatio暗nint竊hefut原ure.券St源ructur棟aldes勵ignma腿intain劇sclos敘eties糟with帳thear闊chitec狠tural喇design苗,whic蔑hisb狠asedo庸ncurr辜entre賊levant肯codes毀.Iti政nclude鑒sthe猴struct篇urest蹦yle,t左hepre秤limina釋ryest冤imatio帖nfor襪thest粥ructur促almem稅bers,似confir胃mation泛ofth枯esket為chand蛾unit標forca飾lculat蒙ion,s植ideway螞contr軌ol,lo雹adcal赴culati鐮on,co棍mponen漁tdesi句gn,sl紀ab-sta底irsde制sign,盞floor憑overla渠ydesi營gnand趟found退ation稿design舍.This奶proje氧ctado驟ptsca旗st-in-婦place昌reinfo律rcedc跡oncret姜estru雀cture架(trans棄verse鋒bearin毒g),wh防ichha懸schos掠enar也eprese延ntativ植efram氏etoc星alcula卵te.Ve溉rtical駐load及functi帝onado糕ptsmo鏈mentd糕istrib屠ution駐method商,leve奸lload訴funct糕ionad關optsD魯value舅metho暈d,and揉seism渣icloa拋dfunc委tiona片dopts普equiva質lentb禾asesh具earme墾thod.陶During虛thed激esign桶proces荷seart注hquake翅-resis名tantd隱esign,另techn蝴icale畝conomy叔index漸andc左onstru桌ction尼indust米rializ叛edreq娃uesta財resyn昂thetic偶allyc至onside蝦red.廢Con負struct驟ionma辮nageme舅ntdes覽ignin僚cludes劍thep謊repara充tiono蜜fcons抹tructi描on,co記nstruc惰tions莖chedul常e,the品main嗚constr熟uction院metho難dand革aseri首esof趕measur醋esfor燥techn蝶ologic度alqua吊lity,喊safety尊inpr創(chuàng)oducti孕onand爸civil駛izatio鳴ncons漠tructi怒on.早Keywor歉ds:午Arch身itectu睛ralde蹲sign,燭Struct濟urald叼esign,事候廳Constr導uction軋manag回ement辣design謹,Load絞calcu趙lation前言濃結構設計是土框木工程畢業(yè)設打計的重要階段姿，是畢業(yè)前的巨綜合學習階段丸,飼是深化、拓寬筍、綜合教學的腰重要過程擺,春是對大學期間刪所學專業(yè)知識較的全面總結。袋本組畢業(yè)設計穿題目為《帽浙江臨海蒼山埋科研綜合樓火設計僅》。在結構前蘭期，我尸復狗習了《結構力戚學》、《土力飄學與基礎工程凍》、《混凝土澇結構》、《建域筑結構抗震設枝計》等知識，授并借閱了《抗貍震規(guī)范》、《縫混凝土規(guī)范》損、《荷載規(guī)范守》、《砌體規(guī)區(qū)范》、《地基展基礎蘭規(guī)范》等規(guī)范共。在網上搜集明了不少資料，遺并做了筆記。木在結構設計中薪期，我們通過列所學的基本理悼論、專業(yè)知識朱和基本技能進救行計算和分析捐。在結構設計暫后期，主要進我行設計手稿的媽電腦輸入和手PKPM沸計算出圖（并戲有一張手畫基跟礎圖），并得瓜到老師的審批眨和指正，使我掌圓滿的完成了妹任務，在此表脆示衷心的感謝掘。結構設計的貞六周里，在指再導老師的幫助藏下，經過資料綱查閱、設計計薪算、以及外文灶的翻譯，加深行了對新規(guī)范、鐵規(guī)程、手冊等尚相關內容的理融解。鞏固了專漸業(yè)知識、提高竄了綜合分析、避解決問題的能利力。在進行內需力組合的計算導時，進一步了鋼解了關Excel地；在繪圖時熟蓮練掌握了艘AutoCA賞D稀，坦PKPM鷹等專業(yè)軟件。哨以上所有這些論從不同方面達粘到了畢業(yè)設計喊的目的與要求斧?？蚣芙Y構設旁計的計算工作隔量很大，在計糊算過程中以手或算為主，輔以火一些計算軟件撒的校正。由于后自己水平有限艦，難免有不妥辣和疏忽之處，況敬請各位老師系批評指正。碗本工程為浙江果臨海蒼山朝科研綜合樓評設計，采用現(xiàn)陸澆鋼筋混凝土群框架結構，縱挑橫雙向框架承托重。根據規(guī)劃垃及房屋使用要鬼求采用若七碼層的結構，寧層高為義3.9危m坊。西建筑平面布置覽，剖面布置及中各節(jié)點祥圖詳耗見建筑圖。耐第一題章驕垃惑建漁避筑霧老設易標計液訴方邪哲案惹1.匯1舌工程地質條件挽1拖．獄1.1瀉氣象條件鹽基本風壓肝：偵0.9KN/巷，基本雪壓撞：雞0.6KN/賞1績．粒1.2陰抗震設防7度抗震孟1.劣1.預3挪地質資料酬第一層填土，桑不宜做為天然鴿地基土，建議著全部挖除。薯層號餅土層名稱樹土壤重度傍（德）姥層底深惕度葛H糕(鷹m)佳1受填土祝2含黃土狀酸粉質粘土旅140茅4.1披18.獅0版0.碎8習3灣粉質粘土（堪孔隙霞比撒e=0.86老1,企液性指音數遵I缸L造=-0.0快2燈）殃190粥9.4零18.4蝦2.5再4挺粘土（遇孔廈隙檢比約e=0.齡948掏,墨液性指段數斃I謊L聲=牽-0.21谷）辨220拋10.0域18.醋0窗3.5盟6星粗礫砂么240班20.0身18.5采4.5牲7爐碎石想250質15茫5.8刷8聯(lián)中風化灰?guī)r攤2000彼10兆（堪3冰）采用天然地襖基是較適宜的眠方案，建議以執(zhí)第四層粘土作曲為主體結構的風地基持力層。祝（謙4季）基坑開挖時瘡，建議基坑允奸許坡度值為驚1:0.35糕。鷹（霜5時）根據波速實剝驗及地脈動測除試結果，該建失筑場地叮為社Ⅱ非類中硬場地港。灌卷（唱6蕩）勘察期間，多測得場地地下威水靜止水位埋祖深務為所10.20定-10.90長m程，可不考慮水愁質對基礎混凝遣土的侵蝕性。顧（吐7過）峰地區(qū)地震基本屆烈度盯為室6挪度。礎最大凍土深度市按缺0.50m刪考慮。惹1頓．始1.4脅設計標高錘尾險室內設計標高秘0.00鑼，室內外高差趴600侮mm懲1林．察1.5典活荷載標準值醋活荷載：樓面太活荷載標準值拼為袖2.0KN/禍，走廊、門廳猶活荷載標準值起為漸2.虛5抖KN/箱，穗樓梯活荷載采顯用天3.5KN/鞋，老屋面采用不上神人屋面均布活供荷載標準值采為猴0.5KN/話。僵1.喜2須主要建筑做法甩主要建筑做法捉說明見建筑做襲法總說明。黨門窗做法：脾門均為鋁合金銜門皮，窗均為鋁合澇金窗淹,夠門窗尺寸見建餐筑做法總說明緣：門窗表城1.嘗3眠建筑結構選型婚、平面布置及抖構件截面初估托泄結構選型不本工程是浙江器臨海蒼山陵科研綜合樓詳設計，建筑面訂積為慕5733雷㎡，層數為忍7重層，根據使用營要求采用框架芒結構，樓面采犬用現(xiàn)澆板，框壁架梁、柱為現(xiàn)鑒澆整體構件，交基礎采用鋼筋釘混凝土柱下獨恢立基礎雄。必1縱．呆3.2淘欠框架結構平面處布置顆框架結構平面糖布置如下圖：祝哥鏡撲壤丹融承糕受構件截面初估撒1零）框架梁報1飽截面尺寸的確墊定：雨高挑h:(1航/叨8幅—竊1/12)L璃攜取銳傳h=60風0暈㎜您寬疫b:(1拿/協(xié)3雕—勺1/2)h橫婦取曲芬b=祖30迫0國㎜遲框架先梁那2當截面尺寸的確寧定：取蘇h=帽400惡㎜芹b=2壤5東0灑頂㎜參2丸）次梁截面尺場寸的確定：層高陽h:(1貫/12-1/上18)L安取圍灑h=赴45撇0員㎜反蓬寬鋤b:(1皆/3-1/2征)h洞失病取弦豎b=2潛5墓0系設㎜杏3嗚）出框架柱截面的競初步估定：米中柱截面尺寸坊的確定：豬A=a晉2漫=龍=0.粥2龍9些㎡例取前b×h=肥500mm膜×蛙600mm站,叛西為計算簡便，映邊柱中柱尺寸贏取相同。賽第二存章遙郊結勻括構篇漿設殊找計哀搜方娘成案史2.1握確定計算簡圖券2-稱7煙層層高均為來3.9m串，殲1畝層層高述為式3.9+0.南6+1.9=執(zhí)6.4m豪框架梁線剛度口的計算：考慮就板對梁的翼緣塌作用取粘2-圣7燙層柱線剛度絨底層柱線剛度加：壘相對線剛度：晉，阿2.2嘩統(tǒng)計荷載留：創(chuàng)汪恒載倡標準值統(tǒng)計（1）屋面農2曉0碌厚灑1:陜3濫水泥砂漿打用底興岔啞桑柔寄0.02×2論0=0.4K事N鳥/硬㎡中2疾厚合成高分子禽防水珠層俊走就享揉剪10×0.扛002=0.玻1KN夸/棋㎡魄4股0柏厚噴涂硬質發(fā)茂泡聚氨酯保溫鄰層市違刪費0.03荒×25=0.舊75KN瞞/悅㎡播10拌0兇厚憎水膨脹珍勻珠巖保溫騙層哪閥懷瓦菜0.5×0.欠04=0.0有2KN扯/瓶㎡宰20它厚碰1:3堵水泥繳砂招漿抹且轉撐玻先逢酒0.02×2出0=0.4K斗N津/購㎡不卷材防水頭層多怨輪雄歇榮叮秩0.0惕5KN隙/旺㎡努1距：側8薪水泥膨脹珍珠惠巖妥4進0揉厚敢鍋拋走泰15×0屬.15=2.招25KN聲/泄㎡間現(xiàn)澆鋼筋混凝槐土屋面板勵哨枯宿陣0.螞09菠×25=脅2.25漸KN傾/謝㎡憲1右0黨厚混合砂漿抹塘灰催層消圣邪露斥陪0.01×拍17=0.1褲7KN低/站㎡仔合計臣淘甜疼詠柔誼仇號5.俘56哈KN訴/態(tài)㎡哄（撕2懶）標準層秧樓議面沾2用0洗厚磨光大理石鵲板摩象會距棄詞0.02耐×28=0.降56KN撞/在㎡升2巾0分厚齡1:轉2稼水泥砂推漿咱眼融旱辜率0.刑02×20=伐0.4KN油/潤㎡掏6昨0枕厚倘CL7.寧5盾陶?；炷淄列芸缗鍝屩莺?.06×1斃9.5=察1.17場KN境/殿㎡寺現(xiàn)澆鋼筋混凝惰土端樓槍板森撕時任杜0.0自9×25=2里.25KN科/蔬㎡奴1匹0制厚混合砂漿抹沫灰姿層端披鉤辦殃劈0.01×臭17=0.1震7KN僚/停㎡風合默計賢辜韻滲賓神引羅店4.5川5雨KN恥/凝㎡禍（恰3判）標準層樓面緩走廊荷載：協(xié)2碑0績厚磨光大理石鴿板驕臭孫宗愚煙0.02哪×28=0.陡56KN袖/抖㎡另2畝0蝕厚距1:探2軋水泥砂照漿牢金案隱擋籮0.瓣02×20=級0.4KN毅/過㎡燭6歷0辮厚漫CL7.蹈5珍陶?；炷型撂腔覡I叢姐0.按06×19.短5=1.17積KN碰/兩㎡都現(xiàn)澆鋼筋混凝特土樓但板燦繞躁樂固0.0鼓8×25=2隔.00KN川/志㎡厘1雄0張厚混合砂漿抹司灰恰層推抵財新鑰冒0.01×奇17=0.1推7KN累/污㎡串合債計揪蜂村細敘炭牛分催4.3具0夜KN芽/原㎡叢（薦4貿）梁自重仔：哪b免×h=槽300刑mm罰×合600華mm亦梁自聲重嗎首船殿腥茄淺（槳0.6-0.載0孩9竟）省×25×0.覺3=3.83幸KN/聯(lián)m群1稠0頁厚混合砂漿抹必灰層軍寒闖航季(親0.6-0.龍09)×2病×鞏0.01×1造7=0.17呈KN/蔽m綢合伴計角榜壇達純掩梳中慧4.圈00免KN/賞m富梁自重肚：齊b妖×h=乏250mm喉×逐450mm這梁自型重禿饅于小防診挺（餡0.45-0刮.0尼9包）叉×25×0.別25=2.2成5KN/薄m擊1秩0踩厚混合砂漿抹賭灰當層牛礎樓(0寫.吵45伏-0.09)妹×2×0.穗01×17=張0.絡12搶KN/劣m渣合位計返做暮夢耽紡格旗舞欄2.37百KN/釋m恢梁自重患：箱b華×h=趨250mm敗×松400mm磨梁自老重必熄變助重即菠（敬0.4-0.困0警8援）乎×25×0.圈25=2.0鞠0KN/m爆1資0迫厚混合砂漿抹陪灰釘層巨屬壁(0赴.40-0.怨0災8鴿)×2×0員.01×17戀=0.1遠1昌KN/m映合該計夜毀活槍嫩年釣居愉首2.11福KN/m要（披5題）柱自重波：腫b址×h=鴿500mm披×暖600mm擺柱自蠟重叉美折帆暫消0.防5×0.6×萄25=7.5筋0KN/m他1滿0慨厚混合砂漿抹笛灰訴層坐買租輔0.腸5×0.6泡×0.01×看17=0.3困4KN/m團合甜計拾調據毅泛仁忍亭訊7.84潛KN/m輝（嶺6犁）外縱墻自重扭：標準層：個加氣混凝土砌寺塊自重芽頑啞碰餃鋁合金窗故愿乳牙控形斯踏合毫計峽嘉戀域掠討暑4.1籃9漁KN/m底層：從加氣混凝土砌荷塊全自重貴擴梳趴鋁合金富窗源急合類計鼓緊腳剪迷承融7.2晚6沖KN/m癥（于7婚）內縱墻自重標準層旋加氣混凝土砌襲塊自重掀尤糾賢跡鋁合金頁窗叛扶伏氣合搖計撫乖路午取扭構兼5.92育KN/m底層和加氣混凝土砌下塊自重貝瞎慧獲行鋁合金陽窗均鎮(zhèn)認愧合決計毅攏傳輸咐援鎮(zhèn)妻8.69騾KN/m令（芒8嫁）女兒墻自重痕女兒墻自宴重椅輩兔脊卸0.8×0.美24×18=側3.46KN服/m極壓頂自拖重榴頑先執(zhí)豬0.06×0叼.30×25津=0.45K戴N/m遙陶瓷錦磚外墻廉面壞口驗壘0.5×0.徹9+0.5×覆0.3=1.睜05KN/m鋒合桂計省測容頑緣故厚4.9行6藍KN/m樣（蠅9透）欄桿自筑重那姓棚0臘.25×0.雁4×25+0報.24×1.控2×18=7傷.68KN依/m毅2訊．郊2.2狐活荷載標準值新計算：新（煌1劉）屋面和樓面膠活載標準值：稀句不上人屋倦面歪仰豆只姿0.5KN匪/賭㎡搞樓面：辦公插室仁妙竊勤2.0KN蝕/茄㎡柿驕蛾走廊、衛(wèi)生間里、樓梯里間北2.5襲KN棉/殼㎡寬（盞2娃）雪荷載：企坐螞脂豎向荷載下框震架受荷總圖蓋（妥1悔）恒載標準值愁計算梁上的荷載：階屋面店：油踏A孫B甘、仔C登D水跨梁上的均布左荷載辱為跡5.56×2論.7+4.0痕0=役19.01退KN/m系標準征層：毀A舍B型、為C碧D警跨梁上的均布葬荷載養(yǎng)為旅4.55×2拘.7+4.0結0=12.2集9KN/m顏B1/庭B娛、臺3/B侵C爸跨梁上的均布錄荷載均為腳2.11簽KN/m柱上的荷載：秤傳養(yǎng)到銷A流柱上的荷載：屋面：死標準然層猶：擱抄（般4.00+4杯.1拉9帶）辛×5.4+李40.56=襖84.78K睜N委炭業(yè)悅傳池到違B甲柱上的荷載：遮頂村層跟：廊5.寒56×2.7梢×3.0+9據.00×5.展4=93.6捉4KN涉標準滋層廊:(4.授00+3.8承7+5.92榨)似三×5.4+4愉0.56=1談15.02K溫N蛾傳分到匆1/饞B匆柱上的荷載：噸屋面灘：粱礙第倘三墊~拳七滲層此:感第預二踐層淚:長適傳庭到氏3/明B筐柱上的荷載：抄屋面廈：袍偵第轟三胡~鄭七昌層鉆:都第二層梁：駱濟湖傳滴到焦C唐柱上的荷載：狹屋面場：匠投5.56塊×2.7×興3.燈0+9.0×儀5.4=93腦.64KN標準層：評13.79云×5.4+3輸6.87=1山11.34K愛N仙命傳賊到勁D倉柱上的荷載：腥屋面補：據窮陳45.04由+丙8.96君×5.4=良93.42斷KN標準層：糕8.19鼻×5.4+3幕6.87=乓81.10溫KN阿傳到底層上的莖的囑恒臉荷載：A、C柱：拼（揉2.5+4.絮3嘩5目）盞×5.4=3擋6.99KNB、D柱：額（挎2.5+8.蝕69堅）非×5.4=6蝦0.43KN剪（濃2嗚）脫活荷載標準值何計算：反A熊B嗎跨梁：豎屋面桑：溫1.62K港N/m列網樓面腥：解5.40K齒N/m糊C仍D答跨梁：屋面鐵：差1.62K慢N/m張器樓面：仙5.40K栽N/m裙傳銜到艇A嫂柱上的荷載：壓屋面濾：酬0.6×2.搏7×3.3=雅5.35KN詞標準層阻：傘2.7×2.煩0×3.3=吵17.82K線N憂憐赴鉆瞧括桑戚傳斜到畜B紅柱上的荷載：抽課殃屈陶妖洋仆屋面補：練5.35+0世.54×5.介4=8.27念KN標準層：也2.25×5捎.4+17.筑82=29.澡97KN哪傳檔到蚊C返柱上的荷載：愚屋面后：忠2.7×0.乎6×3.0+遞0.54×5躲.4=7.7洞8KN脹標準層知：爺2.7×2.房0×3.0+弟2.25×5晝.4=28.案35KN切傳膜到莫D收柱上的荷載：殼屋面溝：停4.86KN匠標準層蓄：奮16.20K劑N肝傳這到痕1/B典、誰1/C弄柱上的荷載：屋面：標準層：二層：賽代、風荷載計算瞇：司作用在屋面梁懇和樓面梁節(jié)點落處的集中風荷端載標準值：基本風壓：地B=門5.4m棚，一層層高為段4.5m得，標準層層高裝均為怠3.9m燦。轎集中風荷載標通準值：合離地高壤度旅z/m抱27.9乏1.38幸0.958侵1.41袋0.8層0.9稼3.9洲29.50弓24攀1.32川0.811穿1.36橫0.8彎0.9向3.9不27.22峰20.1漲1.25陵0.59妙1.28嫩0.8驢0.9社3.9飾24.26惡16.2腹1.17亡0.412喘1.21辨0.8蓋0.9對3.9責21.47戴12.3烏1.06頌0.263戀1.15彎0.8侍0.9蛋3.9甜18.48峰8.4象1垂0.132修1.08廟0.8押0.9姐3.9漫17.64體4.5惜1吼0.056盒1.03薪0.8菌0.9芹4.5夕9.01李H=付28.8m蹦B=筆20.9m網鎮(zhèn)查表雅7.客4夸.3伶得：補（脈動增大系錦數）璃視蕩查表妹7.目4.4甜.弓3岔得：疑（脈動餅影響侮系數）泉2.3磚風伙載惜作用下側移的儲驗算勺疏側移剛繪度粱D內橫向許2-7清層渠D石值的計算洞：寇構件名稱嗽A端軸柱童0.788汽0.283延13911言B柔軸柱蜂1.500夢0.429繞21089澆1/像B源軸柱怨0.711李0.262濾12879扯3/輔B黎軸柱趟0.711遺0.262嚼12879厚C低軸柱東1.580穿0.441蘇21678飾D鋼軸柱奮0.867窮0.302猴14846兩橫向底遺層捧D晶值的計算脾：債構件名稱晉A鍵軸柱帶1.164饅0.526限13150爺B墊軸柱們2.230候0.645堂16125欠1/爛B緒軸柱臉1.050兩0.508飛12700驟3/凡B然軸柱亡1.050正0.508瞞12700家C漫軸柱敗2.330壇0.654倚16350雄D披軸柱賤1.280軟0.543坐13575厭則錫側移驗算劫水平荷載作用敞下框架的層間紙側移可按下式丑計算父左風載作用下局框架側移計算揭：布層數狂濤膏棵慰7洗29.5利29.5爪47879齊0.0006搬2補鬼6辣27.22五56.72傅47879臨0.0011顫8撈茅5忌24.26筐80.98屋47879畜0.0016膊9悲素4貢21.47闊102.45謝47879頁0.0021張4賢種3枯18.48敬120.93北47879束0.0025阻3塘蝦2盜17.64慰138.57壞47879部0.0028期9伍細1燈9.01喉147.58茄41975酷0.0035拐2弓田層間側移最大陣值貞＜困（滿足）楊在左風載作用績下滿足條件，濕則在右風載作償用下貼層間側移也滿龜足條件。撒2.4繳內力計算煮孤豎向荷載利用俯彎矩分配法進鞋行計算腥頂層：糖（帥恒載興作用下）害誘A遮7A燦6熟A扁7B7輝B難7A患7豈B7寧B6債祥B7尤1/B7閉1/B7浮B7情1/B71灶/B6暫分配系數因：罷0.56宣餓0.44怨0.3買2熄0.針40泰需0.28躺0.寧42陡0裳.58綁固端彎矩：丹排-69.0秩1督69.峰01火之鋼-0.5俘7繩0.5波7代善頂38.65惠30.3駕6休炮→聲15.18秋柜擦閘軍指棕纖百-13.3工8總穴-26.76乘-33.盼45汁-23.砌41瓜→膀-11.71表7.49邁5.8莊9投洋書→上2.95輸序適2.34捷表4.68圓6.洞46趟可貞趁-0.85此箱←另-1.69廢-2屑.12垮-1.拿48呢驟→滅-0.74縣壘碗0.48只0.3稻7片證→情裕0.19舞菊氏陡0.16辜余0.31守0.4巨3羞挖分召款勝-0.11站-0津.1車4-評0.10范-0.僚05嶼回艦們愛城鄰盟鏡鍛運肯0.02蔑多0.03科46.62模葬-46.62鵝竄滿58.7炊-35拋.71玩-23.0銀6盲-6范.92稱6.92色犬服3/B73/錯B63/懇B盯7層C黑7沉C警73/B議7岡港騾C溫7C祥6這圍C士7D7毒D弓7C嬸7墾D7D6字分配系數：孟0.58獅攔咱0.42億0.28駝宮0.滅39畝0.盯33芹痕0.46鄭0.制54栽固端彎矩室：叢邊劫紀-0.57繡匪周0.57葵哈鑒-57.03爬丘57.03凈單婚昏氣飛鄰水燭-13.1株2姿←穴-26.23岡-30.8討0煉盒蛛廚男9.74障億←牢網19.48永27.14往蔥22.96調→頌-11.支48詠-5.32循先-3.85散鼻鎖→依2.95器坡2.嘴34洽羊4.68芒6.虧46婦五筋定組0.64符析←壘1.28耽1.78酒1.5企1繁夫瓜→港0.76策亦豪-范0.踩37恩填-0.2榆7吧文→可-0.14駕聲巡-0.1摘8衛(wèi)斷←紐-緣0.35踐-0.4角1沖聰急柔0.05汁背←紫0.09拴櫻厲0.12膠蛙0.11卻目遍管-權0.03測-0.02史-5.72昨加5.72炭梳19.35坡曬29.04外-綁48.39跑傻37.41需廁-37.41恒載作用下：頂層標準層底層緞活荷載作用下稠：頂層標準層底層乏恒載作用下彎股矩圖：投恒載作用下的灌軸力圖：輩恒載作用下的堅剪力圖：吉框架梁在恒載著作用下經調幅吉至柱邊截面的都彎矩：孕活載桑在船A苦B滅、漢C絨D睡跨的彎矩圖：冒活載洞在堅A姑B籮、體C逗D帳跨的軸力圖：務活載胳在映A脂B味、雞C惜D徒跨的剪力圖：啄框架梁在活載再作用下經調幅貼至柱邊截面的雄彎矩：繡吸風荷載作用下遺內力計算采揪用憂D晌值法玻左風荷載作用繩下：圖崗重舉掘熟層數銜柱頂集中風盤載住P炎柱的剪翻力沒V(KN)姐A攏柱娃B戲柱川1/熊B反柱困七蝦層蘿六粘層鏟五楊層匪四攤層杰三裙層虧二先層頁一餓層焰呼牙層數狹A廳柱折B壁柱總C構柱訪計七層味六層已五層吳四層茫三層任二層雞一層研在右風唇載社作用下提層數雪柱頂集中風餡載害P漫柱的剪瞞力嶼V(KN)旁3/B書柱馳C另柱凈D伐柱該七層栽六貧層呼五沃層岔四層鄭三汽層捎二菊層峰一童層罵層數念3/論B燦柱蹦C娛柱梳D伸柱伸七層滅六層理五層屈四層改三層哪二層充一層職風載作用下的隱彎矩圖俯：全風載作用下的趁剪力圖：筒風載作用下的饞軸力圖：香2.5貪內力組合與鮮梁截面內力組郊合表叢梁號膝截面及恒塑載碗①握活臣載劉②屑風載疊1.2暗×羊①辭+1.4貓×廈②譽左失風東③諒右冤風甩④液Mmax繼Mmin慰Vmax令A7B7撐砍M夾V態(tài)M晚V早M霞V路M失V諷1然-22.87毒能61.02堡-2.64限5.27齒25.25獄-6.52緊-25.25親撕6.52議番-31.14北賢80.60蠢2礎48.66音壽3.47傲怨3.75軟-6.52沙-3.75漠6.52幅63.25打笨0.00蹦3顏-30.67姓混-64.45部口-3.00甩-5.42豎-17.75排吧-6.52性17.75叨6.52談乓-41.00拔甲-84.93把瞧B71/B扎7輸1惑-12.14部壟17.91孕-0.64徐1.08落16.05挽-21.87予豈-16.05屬魄21.87盟銅-15.46慣忠23.00由2怒-6.41踢16.01好-0.23立1.08懶-3.63辭-21.87邁惜3.63慶21.87貫津-8.01修20.72味3擴1.68馳14.11盟0.27牌1.08左-23.31孫電-21.87壽魂23.31習21.87摩2.39撐疤18.44勢3/B坦7C愉7舉1柜0.91靠-11.17蝴龍0.24剝-0.99揚22.55籌-20.96猴俊-22.55躲慎20.96黨1.43漫呈-14.79守耗2抗-3.71趟-13.07售火-0.22尺-0.99嬌3.69年-20.96離虧-3.69懸20.96漆更-4.76研-17.07偉張3承-10.27艷冬-14.97疼獲-0.59惱-0.99胡-15.18序氏-20.96葉膏15.18純20.96趕炭-13.15陳尊-19.35聚盒C7D7采1幼-23.88即偵58.70肚-2.27響4.95棋18.55拔-7.26右-18.55鋤摩7.26宇猜-31.83辱限77.37媽2枕40.85負層2.88仙容-3.22扎-7.26察3.22返7.26碑53.05與場0.00足3編-16.84節(jié)輝-55.36度讓-1.88狠-4.77仰-24.98握并-7.26講24.98舌7.26偉住-22.84揀形-73.11癢缸A6B6觸1紅-23.00欄鋸40.36乖-8.83摩17.17紛51.67粗-14.07稱昂-51.67勸忠14.07填徹-39.96胖暢72.47洽2男23.78蝶賀12.15負電5.25影-14.07帥身-5.25也因45.55叉光0.00擱3牢-23.90育葛-40.75麻器-9.06蠅-17.87神堂-41.17販弄-14.07愁亦41.17垂帶鑄-41.36宗堆-73.92英蜓B61/B遙6棉1尸-3.11散7.74消-1.94現(xiàn)2.83稍37.24員-48.24命些-37.24倘焦48.24宏省-6.45潮13.25容2巧-1.18愛5.84軋-0.93洽2.83您-6.18爺-48.24貫神6.18石48.24到爆-2.72笨10.97脆3恨2.97要3.94接0.45殘2.83臣49.60糟-48.24奔獎-49.60貧甲48.24研4.19自血8.69齒3/B深6C陷6正1榴1.91蛇-3.28育0.49殖-2.50非47.95秀-44.70莊眾-47.95因購44.70秘2.98臨匙-7.44際2拐-0.43甩-5.18謀-0.70唯-2.50伏7.72虎-44.70袖傷-7.72共44.70辯畝-1.50費-9.72祝3秘-2.83委-7.08怒1.61繩-2.50盡-32.51屈紹-44.70口溝32.51青44.70富字-1.14參-12.00間拔C6D6稼1憑-18.87辨榴37.12篩-7.10葡16.38貞39.74波-13.55甘速-39.74艘培13.55籠真-32.58禍建67.48獄2蛛19.92貍旁9.86董筆-7.04講-13.55罷島7.04桶13.55輸37.71互棒0.00慕3跪-17.84疤少-36.62兩她-6.29圓-16.03吃旋-53.84巖眨-13.55博張53.84當13.55踐狹-30.21憤捧-66.39牢意A3-5B晚3-5抬1消-20.94狐廈40.22壟-10.13宣憑14.43剖130.37關璃-35.36糾沒-130.3記7修35.36拾薦-39.31銅捷68.47姨2紹25.93傅帆11.45雙榆13.69趴-35.36創(chuàng)銹-13.69削具35.36款47.15沫安0.00幸3校-22.52催扭-40.89權薦-9.86搬-17.97科肅-102.9握9倍-35.36停羅102.99蒙門35.36兼掃-40.83尚乘-74.23以角B3-51揚/B3-5歸1交-4.06其8.26暫-1.92債2.30未93.19撈-118.7跪3遣-93.19尊偷118.73銀棵卷-7.56摘13.13青2卸-1.36露6.36忙-1.19襲2.30店-13.67宴趙-118.7參3才13.67磚118.73短魯故-3.30克10.85瞇3暑1.66未4.46火0.61短2.30喝-120.5泄3渴-118.7經3辯120.53駕原118.73馳謠2.85纏至8.57鹿3/B3租-5C荷3-5毛1座1.48允-3.70刷0.54限-2.37教116.45租像-113.6驚3智-116.4廈5鳳113.63恩邊2.53鴨旬-7.76愿2流-1.19獵-5.60轎-0.57食-2.37彎14.19行-113.6為3售-14.19嬸黑113.63標樣派-2.23芳-10.04槐瑞3付-3.60寶-7.50轎-1.41畜-2.37疼-88.08委擴-113.6擋3浸88.08烤113.63聚木-6.29就儀-12.32貌懇C3-5D蹦3-5糠1魂-17.74鈔飛37.27芳-7.29養(yǎng)16.38意107.65框啄-40.42扇鑼-107.6傳5自40.42尚荷-31.49穩(wěn)宿67.66躺2盛21.74上爛9.58退已13.61豎-40.42泛哨-13.61肆油40.42至39.50腐賞0.00敗3榴-16.06筐貨-36.47祖征-6.55禁-16.03渣么-134.8腿6晚-40.42懼沙134.86遮縣40.42選船-28.44驕龍-66.21擠熟A2B2狗1此-21.12蹈城40.23耕-10.22削墾14.44蠅135.77質謀-38.17名慕-135.7麻7敞38.17甘短-39.65員屋68.49羽2弊25.76立毯11.37警葵9.81只-38.17謝虧-9.81花38.17咐46.83化掠0.00檢3闊-22.61墓裝-40.88嘴期-9.89殿-17.96穴灶-116.1箏6額-38.17哪壤116.16愉蹄38.17飛多-40.98科寄-74.20吳里1/B2B旨2丟1樓-4.00桐8.24翻-1.90呢2.25朋105.09監(jiān)頂-128.1絕2鑼-105.0飛9丑128.12看暗叨-7.46懲13.04縣2映-1.29匙6.35羞-0.71股2.25倘-10.22準喬-128.1竄2棚10.22打128.12輸勝勾-2.54糾10.77憂3狠1.71茶4.45眼0.76膛2.25溫-125.5魚2胞-128.1憐2帳125.52庭殘128.12僻禾3.12斬漫8.49娘3/B遮2C鳥2豪1堤1.56勿-3.68炮0.56蒜-2.34曠-121.3庭0惰-122.5渠7猜121.30恐為122.57者岔2.66滾破-7.69凝2鉆-1.08爺-5.58托-0.53艱-2.34泥10.85迅-122.5允7頁-10.85共網122.57陷寄銳-2.04嫂-9.97插3存-4.15溫-7.48吉-1.40軟-2.34避-99.33堅污-122.5頓7您99.33耀122.57兼愧辜-6.94防-12.25陣械C2D2珠1季-17.86修茂37.26疑-7.33稍16.38音121.41曠搬-43.64略銜-121.4炒1粥43.64他友-31.69蹦貓67.64鎮(zhèn)2忙21.57坑嗎9.51險肯-9.52丸-43.64壤擦9.52炒43.64椒39.20怪扭0.00寶3熄-16.21疑速-36.48糖告-6.62亭-16.03掛勢-140.4窩5鴨-43.64栗肢140.45剖荷43.64暖愛-28.72事遵-66.22潤訓A1B1釋1雕-18.57億襖39.95廣-9.09同14.32擔209.53側泊-56.03撐讓-209.5厘3炭56.03挎逼-35.01顯碎67.99敘2旋28.12原找12.47幼賴24.62既-56.03餓熟-24.62摧定56.03邪51.20旅聯(lián)0.00朽3圣-21.39揮顆-41.16顧鎮(zhèn)-9.35撿-18.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