學(xué)士某框架結(jié)構(gòu)畢業(yè)設(shè)計(jì)計(jì)算書(shū)

建筑工程專(zhuān)業(yè)本科畢業(yè)設(shè)計(jì)結(jié)構(gòu)計(jì)算書(shū)時(shí)間：2010.04學(xué)員：***目錄TOC\o"1-3"\u第1章結(jié)構(gòu)布置及側(cè)移剛度計(jì)算1第2章重力荷載代表值的計(jì)算： 4第3章水平荷載作用下框架的內(nèi)力和側(cè)移6第4章豎向荷載作用下內(nèi)力組合 15第5章截面計(jì)算 40第6章樓板計(jì)算 47第7章樓梯計(jì)算 50第8章基礎(chǔ)計(jì)算 52跡第枝1觸章噴澤結(jié)構(gòu)布置豐及側(cè)移剛度計(jì)勞算結(jié)構(gòu)選型榆1怖.1倍市框架幾何尺寸令1父.1.1悅框架截面尺寸粒1例.糠橫向框架梁成邊跨莖：冰L=5500榆h=糧(寶1/8啟－饑1/12夾)蹲×L=喘(懼1/8皇－拍1/12×龍55竹00=唇488脖-會(huì)688堵m醉m減艷需取屯h=回500覽mm謙F極=毛(淡1/2捏－連1/顧3悉）桃×h=蛇(臘1/2意－端1/慨3采）延×6桿00香=糠200m旦m左—鍵3袖00mm頂拘開(kāi)取線F消=楚250踩m注m獨(dú)中間企跨：禿L=斗2000安h=丑(列1/8供－虛1/12什)于×L=嘩(柄1/8悠－辨1/12琴)純×續(xù)2錄000員=諷167看-含250炕mm蟲(chóng)聽(tīng)尾取鑒h=鈴400mm都F肥=獎(jiǎng)(隊(duì)1/2繳－伴1/3螞)危×h=畏(狗1/2孝－姻1/3選)殖×配400田=懷200mm息—壁133mm循魯也手取織F悶=挨250帶mm剩2樸.利縱向框架梁梳取縱梁隊(duì)F呈×h=250廊×兩400mm3.框架柱糕底層咬：骨F狹=菠(碌1/15高－萌1/18畢)幸×蜜3600緊=杜200舌mm尺—霜240裝mm窗h架=脹(旬1萄－捕2拾)浙×榨F塊=頓400湯mm崇—鼠480容㎜逝正方形截面利里于抗震，取辰F傷×h=載500袖×瓜500爛mm旁二淡-錘六層：為方便親施工，截面也鑼選用季F裙×h=450漂×惱450mm國(guó)4左.秀樓板厚度（雙坡向板）量由于而L1/L2=謀7200先/員5500友=確1.6律<3此,繩桿所以按雙向板胖設(shè)計(jì)輪。賤板厚哪：再h=1/50隔×氏7.2臘m統(tǒng)=過(guò)0.1內(nèi)4攜m宿,嗚且有規(guī)定雙向危板的厚度不小紡于衫80淹㎜頂，故取板厚遭h=11屬0鴨㎜杰。貫校梁柱的計(jì)算高決（跨）度腳1灘.棄梁的跨度：取問(wèn)軸線間距，取叨邊跨豆梁為：付5.5棍m快,襖中間柄跨：痕2.0馬m智。棄2增.橫底層柱高：設(shè)俱基礎(chǔ)埋深為：朗0.鴉45鋸m趨，室內(nèi)外高差篇為個(gè)0.張30議m瀉,尸底層的層高乒3.6納m澇，息則底層柱的計(jì)雞算高好度麥h=把3.6憑＋穴0.疊45思＋兵0.沖30斤=流4.35饒m與。丈3赴.普其他層柱高：傾取層高即為窗3.0拘m裳。濱4踩.披框架計(jì)算簡(jiǎn)圖見(jiàn)圖1—1.仗1杰.2杠忠框架側(cè)移剛度蔑計(jì)算木1董.2.1格橫梁線剛度殃i趴的計(jì)算：狀表菠1律—睜1倚香橫梁線剛度計(jì)余算表報(bào)類(lèi)別堪層棒次濾E盯G鬼（貢N/mm床2兼）恢F傻×h批（款mm歌2嫁）嗚I董0胃（懇mm游4堂）巴E民G習(xí)I派0常/角l呈（饑N·m概m湊）膜1.5E匙G鑒I撥0鎖/殿l中（恨N·m關(guān)m瓣）渣2E錫G腥I買(mǎi)0載/搏l膊（拜N·m膠m透）年邊梁企1濱3.科0物×10念4霸250×50描0撕2.6×10爹9善1.4狐2陣×10漁10欣2.13船×10客10蜘2.醒8純4×10貓10湖中間梁厭1憑3.市0想×10淋4昏250×危400閱1.33儉×10睜9蠻1.嫌99療×10邪10揚(yáng)2寸.9宮9肌×10喝10婚3.9里×10擇10并邊梁襯2-6賓2.8×10連4過(guò)250×肺500冒2.6×10許9墻1.32×1纏0真10競(jìng)1.98×1見(jiàn)0者10首2.64×1飾0逃10胞中間梁造2-6掙2.8×10賺4引250×饑400袋1.33×1蠅0遼9妙1.8興2壽×10蠅10偵2.7逗3較×10嫂10犁3.想64指×10絨10偉1沈.2.2傲柱線剛度悲i啟的計(jì)算釋表萬(wàn)1鴉—蛾2沃縮柱線剛度計(jì)算妹表廈層次和h杠G書(shū)（藝m貿(mào)m伸）貴E嗎G袖（伍N/mm雄2校）償F倚×h咐（由mm×m奉m拍）蓋I芝G汪（霞mm麥4冤）由E朗G痕I青G允/h凍G假（筒N·m洪m勸）肯1毛4詳3波50膊3.槍15淋×10痛4升500宮×款500跟5.21克×10羨10趴3.77允×10坐10默2康-叼6式3000逼3.粘0首×10勾4斗450×45傘0軋3.42耳×10填10朗3.42倘×10罷10故1職.2.3肉各層橫向側(cè)移雷剛度計(jì)算血灰皮死表晚1姓—弓3蠟?？蚣苤鶄?cè)移剛?cè)斩汝?yáng)D覆值掌參餡（浙N/m股m麥）塑層次測(cè)邊柱反（痰1嘉2物根）挑中柱括（粗1單2肺根）某∑足D曾D持D殃1鉆0.恩565恩0.割4喊1邀5愁1君0878掩1.59涌0.崗582職13915賤297516勒2賭-6漂0.601向0.肅231林10534明1.6胖4細(xì)0.45殺0院20520軟372648秩至濃崇登∑躺D鼓1表/泳∑升D恭2歇=撇297516綠/威372648川=拒798烏>0.沒(méi)7遮，故該框架為婚規(guī)則框架。敘第擦2告章倘蛛重力荷載代表泉值的計(jì)算苦2肌.1幕膜荷載資料準(zhǔn)備剛2赴.1.1匙屋面及樓面的培永久荷載標(biāo)準(zhǔn)解值胸1.較屋面永久荷載紐標(biāo)準(zhǔn)值欺防水及保溫忠（閥05YJ旋屋運(yùn)8攏）各伯番識(shí)脅玻倉(cāng)位免2.商11避獲kN欣/擋m偶2相1假2繳0鍵厚鋼筋混凝土集板嗽豎姿匠掘傅臉姐終25×0.1弄2業(yè)=載3.00捧仆kN諷/鳴m妹2盤(pán)頂棚雹（薯05Y火J依頂涼3顆）沉嫂浴場(chǎng)而罵宰億債計(jì)尋全0.2阿4恨州kN號(hào)/m牢2攜束雅憐杜肢狠狼胖跨省選裂合笨計(jì)蝕斧燦封謙溫獲漆門(mén)她番5.35蠶滴kN肌/m行2享2智．哈2-窗6袖層樓面溜地板磚樓領(lǐng)面爆（寶05Y更J脆樓勞10厭）版厚批者喝蓄帆秋0.凳74惱藍(lán)kN劍/m憑2聞1瓦2假0硬厚鋼筋混凝土親板體忘蛇終景擱暮脹權(quán)脅速25×0.1管2油=疊3.00統(tǒng)壩kN忘/m局2叨頂棚貝（邀05Y部J扭頂石3科）田鐘陜組任賤命0億.24kN釋/m報(bào)2撓五漠剪驟緒妥次漏昨乒震裳景柜暈既痛農(nóng)澤狂扭凈苦健革耗貫殼努打遠(yuǎn)盒床湖3.9滔8睜kN墨/m妹2基3從．沿屋面及樓面可刪變荷載標(biāo)準(zhǔn)值粥上人屋面均布椒活荷載標(biāo)準(zhǔn)以值成束涉砌銷(xiāo)環(huán)當(dāng)丸2.0鄰kN蟻/m堅(jiān)2戰(zhàn)樓面活荷載標(biāo)烈準(zhǔn)練值烤館佩片端料搬栗積擁做2.0貌kN缸/m胡2遍屋面雪荷載標(biāo)會(huì)準(zhǔn)值唉棒憑叼術(shù)憐淡磁膝基0.躲2貫5雖污kN宿/m燃2看紹2另.1.2賀構(gòu)件重力荷載削標(biāo)準(zhǔn)值芒梁柱較板被密度編25換kN政/謝㎡械，典混凝土加氣尤塊仁1.9為kN贈(zèng)/害㎡巨，塑鋼目窗煩0.45超kN孔/瓦㎡伍，株木揭門(mén)顛0.2枝kN渣/肢㎡包。摘2托.2翅重力荷載代表雖值的計(jì)算：喂2浩.2.1誘第一層爐重力荷載計(jì)算愿1榨．務(wù)梁、柱烤重力計(jì)算陳表果2銀.1續(xù)梁、柱重力荷舍載標(biāo)準(zhǔn)值捐層次爬構(gòu)件由l特i種F杰h或r債β肢g差n翁G戰(zhàn)i證Σ猴G禽i古/m支m擾m跪(敞KN/m)歌/(KN/m票)漫/KN謊/KN膽1饞邊橫梁間4.75貸0.25饅0.5訊25奏1.05色3.28屈12挪186.96返386.84扭中橫梁勒1.5喘0.25興0.4蔑25攏1.05丙2.63鳥(niǎo)6療23.67坑縱梁納6.7眠0.25事0.4片25項(xiàng)1.05蘋(píng)2.63踩10效176.21絹柱酒4.35漲0.50赴0.50搞25熱1.10誰(shuí)6.88斗24謠718.27控2禾～狀6窮邊橫梁纖4.825憑0.25絨0.5本25金1.05卻3.28云12蜂186.96絨386.84拿中橫梁傍1.55悅0.25洗0.4階25芽1.05凳2.63柄6選23.67敬縱梁螞6.75渾0.25梁0.4喊25造1.05森2.63滑10把176.21親柱蒸3.0冒0.45肢0.45臘25軍1.05寧5.膊32把24森364.5球注相：名1妙〉、表骨中每β趣為考慮梁、柱兵的粉刷層重力粒荷載而對(duì)其重象力荷載的增大首系數(shù)組；硬g設(shè)表示單位長(zhǎng)度趣重力荷載驚；評(píng)n型為構(gòu)件數(shù)量。呆2搖．漫內(nèi)外墻重的計(jì)挑算澤內(nèi)墻免抹灰叨單位面積重力臣荷辣載雕永圾瞎披幕1.91k征N/洗㎡魚(yú)外墻搞抹灰及面磚店單位面積重力鋒荷桑載膚萄帽汽閉2.10屬kN/供㎡碎塑鋼叨窗使維訪甚襯含電鍛0淘.45kN秤/秘㎡競(jìng)木飾門(mén)飯若辣平瞧蓬亞銹惕襯0.2雞kN/濕㎡諒120GR想G攝隔火墻購(gòu)貿(mào)臥漫才擦脖撈0.38省kN/呀㎡谷玻璃幕三墻僚潮念劈建印眨造0.搶5kN/脾㎡沫墻體重力荷載躁標(biāo)準(zhǔn)值計(jì)算表薯墻體位置維墻體毛面遮積穴/丑㎡棵窗洞面慨積木/幼㎡奶門(mén)洞面赴積征/拆㎡股β屠面荷特載侮/迅㎡查Gi/KN恥外縱蕉187.26沉45.9誘0于1.05律2.1也311.70瓣外步橫兄1皆33.75峰7.2斥0虧1.05任2.1貼66.48說(shuō)外陶橫駝2期33.71胸0援0裁1.05灌0.5狠74.33絮內(nèi)縱且374.43情39.76嘆1.05許2.1勢(shì)738.15框內(nèi)橫危335.78煩18.72烤1.05渴2.1排699.12寧1889.7獄8始?jí)w位置謙墻體毛面惠積止/漁㎡挎窗洞面弟積袋/表㎡裝門(mén)洞面維積灘/醋㎡書(shū)β冰面荷鍋載善/激㎡快Gi/KN貝外縱先187.26孟45.9岔0魔1.05氏2.1劇311.70墊外終橫舅1果33.75坡3.6鑄0蠟1.05栽2.1式70.45蹈外致橫車(chē)2膊33.71堆0最0駱1.05離0.5喊74.33燈內(nèi)縱線374.43促39.76疤1.05軍2.1御738.15窗內(nèi)橫燙178.55狗18.72趴1.05飄2.1下352.43岡1547.0昨6萌門(mén)窗重力標(biāo)準(zhǔn)燭荷學(xué)載繼35.60舉kN辨朵女兒墻爹重力荷載計(jì)算文墻體總重：晶7.2×10秒×0.9×1膊.05×2.由1=142.脅88貝1途kN講3.2.役5踏突出屋面部分梯重力荷載計(jì)算陶突出屋面部分顛的重力荷載代次表值為墓：拘梁、柱、墻等攤684.25仿KN腳一站層俊想2300KN櫻二滑-喘六洗層口2340符KN逝圖烈3屢—順1束份各質(zhì)點(diǎn)的重力法荷載代表值工第反3蘇章模配界水平荷載作用秒下框么架史的內(nèi)力和側(cè)移趴綱3暴.1偶臨水平盈地震味作用下框授架盯內(nèi)力和側(cè)移鍋計(jì)算廟3北.1.1陷綱橫向自振周期藏的計(jì)算慚橫向自振周期伴的計(jì)算采用結(jié)坦構(gòu)頂點(diǎn)的假想械位移法車(chē)將突出最屋面部分宋重力荷載代表閃值折算到主體箭結(jié)構(gòu)的頂層，萄即：糾=牢684.25她×犁(排1沸＋速1.5刪×導(dǎo)4.2螞/會(huì)19.35欺)辛=括907熔.京09螞kN惑基本自振周匆期熄T沸1近（鉛s乖）可按下式計(jì)湯算水式嬸中來(lái)——張u植T錢(qián)假想把集中在詳各層樓面處的蜘重力荷載代表奴值融G嗚i賽作為水平荷載策而算得的結(jié)構(gòu)翁頂點(diǎn)位移。果ψ累T響結(jié)構(gòu)基本自振哲周期考慮非承匯重磚墻影響的路折減系數(shù)，稻取脆0都.7愈。櫻u逃T悼按以下公式計(jì)齒算：VGi==/=嘗式欺中粉——泳采為杜第敗i炭層的層間側(cè)移潤(rùn)剛度。副為刮第失i清層的層間側(cè)移組。漿S積為同層內(nèi)框架暖柱的總數(shù)。脊=1.中7×0.7×品(0.豈302閥)纖1/2壞=0.6鷹54辦(茶s)蒜結(jié)構(gòu)頂點(diǎn)的假本想側(cè)移計(jì)算過(guò)襯程見(jiàn)表老4搭-醒1鉆，其中第志七溪層的校為漢和蟲(chóng)之和。抓3陽(yáng).1.2半召水平地震作用忽及樓層地震剪軟力的計(jì)算俘本結(jié)構(gòu)高度不陰超過(guò)魚(yú)40m朵，質(zhì)量和剛度聚沿高度分布比嫂較均勻，變形倍以剪切型為主削，故可用味底部剪力法芽計(jì)算水平地震同作用，偏計(jì)算過(guò)程見(jiàn)樂(lè)表特4蛾-鹿1殖：劑表罵3瘋-灑1舅結(jié)構(gòu)頂點(diǎn)的假懇想側(cè)移計(jì)算商層次線(危kN)窩(弟kN)富（外N/m艙m叼）橡(縮mm估)串(艇mm杏)鐵6逐5盯723.53顯5723.5惠3筒372648俱15.4旨302.2制5航4673.5盯6展10397.餃09治372648拼27.9倚286.8孕4繪4673.5架6屠15070.聽(tīng)56崗372648脈40.5得258.9嬌3嘆4673.5雜6步19744.夏21熱372648步53.0哥218.4豐2棉4673.5沿6忠24417.求77孝372648士65.5抖165.4母1示5294.9蠢8抄29712.爪75捏297516暴99.9控70.5績(jī)1負(fù).頃結(jié)構(gòu)等效總重艷力荷載代表盡值慘G膏eq侵=0.85別×躁(密5294.9感8乞＋渾4673.5林6估×狂4楊＋垮5723.5膏3制)濾=很29712.飯75嚇kN爽2被.折計(jì)算水平地震括影響系觸數(shù)豈а鴉1溪Ⅱ理類(lèi)場(chǎng)地泊，設(shè)計(jì)地震分著組漢為第一組，查斃規(guī)范得文特征周期蜓值乒T滾g幕=0.3撐5述s雞。廈查表得設(shè)防烈糧度為蘆7閥度的敬地震影響系數(shù)井m宰E德x賴(lài)=0.1壓2蛇訓(xùn)=繼（脅0.3需5膝/0.洲6握5籠4賺）霧0.9無(wú)×0.1錫2襪菜=0.0畏7饞3雷.棟結(jié)構(gòu)總的水平廢地震作用標(biāo)準(zhǔn)燙值慧F題Ek伐=0.0拾7帥×色29712.微75異棋=膊2079.8泛9柜蠢kN順因捆1.4T蓮g猴=1.4×0奉.3嬌5弟=0.4昨7擾s<T熄1劣=0.衰6器54充s脫，所以應(yīng)考慮匹頂部附加水平需地震作用。頂適部附加地震作扶用系數(shù)受：滿補(bǔ)勞δ趴n鼠=0.08T鳴1毀＋疫0.07=0師.08×0.察6竟5襖4被＋碑0.07=0鉛.1若23玉掉=0.1杏23咬×攻2079.8疑9慕=日254.41攻kN劍表慮3刊-矮2花各質(zhì)點(diǎn)橫向水旅平地震作用及等樓層地震剪力鞏計(jì)算表飼層次捎H陵i廟（善m站）桿G睛i癢（味kN種）住G秋i毛H干i雅（辣kN歷·臉m改）耍G宇i隨H厭i述/姨∑慈G體j擾H脆j收F鄭i搶?zhuān)ù鱧N盆）薦V蔑i強(qiáng)（惜kN曉）模23.55參684.25鉤16114.侵09贏0.043輛78.43竿34.6付6巧19.35仍5723.5島3舊110746沖.82引0.萄298充543.57受578.17膏5裕16.35項(xiàng)4673.5茅6舟76412.竟71敗0.谷206男375.76史953.93幸4焰13.35仇4673.5茅6擴(kuò)62392.偉03轉(zhuǎn)0.斤168奸306.44揪1260.3崖7靜3鼓10.35仍4673.5謠6暮48371.菜35若0.隸130障237.13前1497.5碼2子7.35堡4673.5赤6晉34350.寸67交0.凡093住169.64擴(kuò)1667.1楊4剪1傾4.35體5294.9企8村23033.毫16文0.催032少58.35幕1725.4奔9裝各質(zhì)點(diǎn)水平地奮震作用及樓層期地震剪力沿房普屋高度的分布撞見(jiàn)下圖：旅(袖E輩)匆水平地震作用涌分驟布呀商欠棵悼藥（升F硬）層間剪力分啟布憑診圖鍛3隸—啊1羊佩橫向水平地震嫂作用及樓層地序震剪力炮3舍.1.3斑釋多遇水平地震脊作用下的位移榴驗(yàn)算海水平地震作用蠶下框架結(jié)構(gòu)的朋層間位移亡（濫△哪u區(qū)）莊i尖和頂點(diǎn)位俯移家u狐i娃計(jì)算姿見(jiàn)表鬧：殼各層的層間彈價(jià)性位移角育，根據(jù)《抗震懶規(guī)范》，層間袍彈性位移角限榆值膏[刪]<1/55惑0趕。馬表貌3儲(chǔ)-擴(kuò)3矩橫向水平地震季作用下的位移霉驗(yàn)算嘗層次元V秧i府（牲kN糟）繳∑勇D雨i少（隔N/m崗m介）料（胃△漂u合）瓦i冠年（卻m母m箏）豆u會(huì)i掉（靠m棕m娘）畝h濟(jì)i祖（峽m問(wèn)m睬）服=勺（而△筆u代）弓i掌/h唉i代6刻578.17允372648污1.51拾21.70筆3000康1/口1986勉5干953.93壯372648蠟2.56瓣20.19遵3000窯1/攤1172集4另1260.3秤7起372648紛3.38彈17.63削3000岔1/侮8側(cè)88蝕3駐1497.5成372648故4.02視14.25少3000失1/鼻746賀2爭(zhēng)1667.1博4鉤372648事4.43奇10.23難3000博1/喉677鑒1絞1725.4口9陡297516癥5.80漂5.80住4350才1/條750匯由下表可見(jiàn)，皇最大層間彈性從位移角發(fā)生在協(xié)第二層啄，頭1/677<省1/55粥0麥，滿足規(guī)范要誼求歐3羞.1.4典中唇水平地震作用灶下框架結(jié)構(gòu)內(nèi)觸力懲計(jì)算跡1渣．既框架柱端剪力肆及彎矩計(jì)算扶底層柱需考慮六修正浩值吩y距2合，第二層柱需狗考慮修正值吉和話，其它柱均無(wú)概修正。偏下面以次⑤奔軸線橫向框架罩內(nèi)力的計(jì)算為盈例：絕表巖3鼠-師4旦各層柱端彎矩殘及剪力計(jì)算（問(wèn)邊柱）月層次莖（舊m挎）職（探kN膀）柴（都N/m主m名）爆邊師桐訂柱挨（失N/m波m疊）獸（龜kN抬）贏（勉m糧）遣（偶kN熔·牧m晃）瞧（寶kN產(chǎn)·跳m倆）鐘6久3.0護(hù)578.17竄372648卸10534喝16.87行0.231立0.0里8紀(jì)4.05甜46.56溝5感3.0匪953.93畜372648芽10534編26.97掠0.231勁0.麻2撒7祖21.84捕59.06歐4抬3.0寇1260.3押7柄372648塊10534舊35.63偏0.231傳0.殺3跨7胖40.66煤67.34宇3吵3.0付1497.5炸372648漢10534保42.33掌0.231飯0.阻45紐57.15俊69.85稈2滅3.0烤1667.1澇4講372648兩10534推47.13理0.231趙0.嫩60遣84.83獄56.56眾1氏4.35鄉(xiāng)1725.4嶄9專(zhuān)297516峽10878慨61.09扛0.415孔0.累75梁199.31牛66.44疏表丸3釀-餓5蛾各層柱端彎矩胞及剪力計(jì)算（仰中柱）暈層次脆（宜m柴）佛（窯kN剩）采（集N/m已m本）潔中組損金柱盞（蝦N/m賤m效）族（紡kN藥）京（雖m弊）設(shè)（毒kN御·揭m虹）今（稱(chēng)kN擇·駁m最）較6循3.0斗578.17輸372648守20520慶31.84鍋0.450段0.22賢21.01被74.4取5按3.0殊953.93瞎372648如20520高52.28桿0.450香0.35究54.89腳107.1酬4桑3.0求1260.3漆7英372648擦20520指69.40槳0.450脾0.43天89.53厲129.6六3稿3.0貧1497.5熔372648街20520練82.46缺0.450欣0.45畝111.32劍166.5盯2匪3.0末1667.1篩4巨372648色20520礙91.80勵(lì)0.450綁0.5耗137.7傍137.7水1像4.35酸1725.4妄9愁297516艇13915恒64.43癢0.紀(jì)582旬0.65陵182.18若97.96奔2則．忙梁端彎矩、剪往力及柱軸力分遵別按以下公式蔥計(jì)算：到妹柜具體計(jì)算過(guò)程氧見(jiàn)下勻頁(yè)緞表喇4弦-恢6甜：援表錯(cuò)3磚-病6搞梁端彎矩、剪呀力及柱軸力的淺計(jì)算顧層次凍邊梁鋼走道梁戒柱軸力刃l(wèi)舍l發(fā)邊射柱級(jí)N息中墳柱之N記6鞏4.05爺8.83局5.5短2.34荷21.01府21.01近2.0柿21.01亂-2.34子-18.67厲5買(mǎi)68.40女54.35歉5.5犧22.32術(shù)74.93危74.93扁2.0直74.93醫(yī)-振24.66投-71.28確4冠99.72潛82.66絮5.5鵲33.16旺113.97翠113.97晨2.0開(kāi)113.97課-57.82毯-152.0絨9續(xù)3澇124.29麗102.28廢5.5朱41.20葛139.46泊139.46睬2.0枕139.46伯-99.02萬(wàn)-209.9學(xué)1于2墊154.68頓127.88眉5.5熊51.38省176.31躲176.31為2.0暖176.31爸-150.8謹(jǐn)5窗-309.3隆8癢1惱255.87截106.55度5.5險(xiǎn)65.90瓣177.29法177.29羞2.0遠(yuǎn)177.29稻-216.7多5欺-渡460.23洋水平地震作用餅下框架的彎矩秩圖、梁端剪力秀圖改3偉—播2淚所示。亦助島鋒否雄框架梁彎矩圖柱彎矩圖宮3密.2溫啟風(fēng)荷載作用下溉框架諷結(jié)構(gòu)的內(nèi)力和菊側(cè)移計(jì)算仙償風(fēng)荷載計(jì)算陰風(fēng)壓標(biāo)準(zhǔn)值計(jì)商算公傘.幣式爆為呈顛W異=濫β貪z憑.幻朋μ眨s.旬μ姥z狡.W蝕0部因結(jié)構(gòu)高塘度勒克芒胸H碼＜馬30m方梨，可乓取釣β葛z仆＝壘1.高0土；惱風(fēng)載體形系嬌數(shù)句μ擴(kuò)，迎風(fēng)面晴為陽(yáng)+0.巷8壽，背風(fēng)面乏為僑-0.屈5概，因此臉取吸μ仇s撓=0.8+0匙.5=1.3輩;屯風(fēng)壓高度變化僅系莖數(shù)頸μ弓z忙可查荷載規(guī)范康（本工程地面哄粗糙度類(lèi)別為測(cè)G史類(lèi)）肢將風(fēng)荷載換算忘成作用于框架顏每層節(jié)點(diǎn)上的摟集中荷載，計(jì)謎算過(guò)程如表：風(fēng)荷載計(jì)算表忽層次價(jià)β賀z錘μ購(gòu)s逆Z(m)篇μ機(jī)z騎W狐0頸(治K0.4N/隙m)須E朝(孩m2)鄰F勤i熔kN)螞6勇1.0建1.3否18.6貸0.91果0.4廈21.6徹10.22個(gè)5岸1.0輝1.3腸15.6席0.85敏0.4會(huì)21.6且9.55英4廉1.0勝1.3天12.6搬0.78脂0.4罪21.6鼠8.76芒3肉1.0共1.3紫9.6拴0.70拿0.4劃21.6刪7.86拔2菌1.0昆1.3孝6.6薪0.59拔0.4扇21.6凡6.63令1你1.0動(dòng)1.3晌3.6憶0.39貞0.4圾25.92娛5.26攜3傳.2.識(shí)2皆風(fēng)荷載崗作用下的水平尚位移驗(yàn)算擔(dān)計(jì)算過(guò)程見(jiàn)表單3倒-梢8靜：捉表洞3拋-芽8蒜橫向水平風(fēng)荷伴載作用下的位橡移驗(yàn)算顧層次駕（租k揮N哄）驗(yàn)（魂k怪N渡）蒼（奮N/m出m洽）瘋抖（貪m禽m爆）蕉（岸m趣m霉）之h議i逐（膊m貸m嚴(yán)）勉庫(kù)6港10.22霞10.22區(qū)372648茫0.03階0.59薄3000總1/1000劉00屬5咳9.55言19.77須372648室0.05珍0.56巡3000冬1/棵6000抽0城4竟8.76往28.53渾372648宇0.08齊0.51紐3000凱1/瓶37500駝3乳7.86遮36.39嫌372648釋0.12棗0.43放3000共1/晨25000抹2聯(lián)6.63跌43.02攝372648紀(jì)0.15梢0.31通3000諒1/豎20000蒜1沿5.26陶48.28智297516璃0.16犁0.16糞4350握1/網(wǎng)27187溜5150傲由此可見(jiàn)，風(fēng)間荷載作用下最孤大層間位移角將為認(rèn)1/爺20000拘<1/55賄0萄，滿足要求。電3恩.2.3談風(fēng)荷載作用下湖框架結(jié)構(gòu)內(nèi)力授計(jì)算宮1謙．框架柱端剪示力及彎矩的計(jì)鍛算末計(jì)算方法與水輸平地震作用下英計(jì)算過(guò)程類(lèi)似搖，計(jì)算結(jié)果慨見(jiàn)爭(zhēng)表掏4盲-喂9燙：島表好3護(hù)-筑9集界各層柱端彎矩便及剪力計(jì)算補(bǔ)層次騙h喊i劃m鉆V娃i液kN仿∑南D壺ij摘吐N/mm才邊目癢師柱改D千i1翅N/mm教V灑i1想kN偷k獅y棟m般M萄u醫(yī)i1孝kN映·m捕M誼d占i1沿kN侮·m苦6皆3.0準(zhǔn)10.22園372648呆10534樹(shù)0.29屋0.231綠0.08痰0.07址0.80械5返3.0賽19.77猜372648障10534啦0.56總0.231耕0.27吳0.45攻1.23駝4業(yè)3.0或28.53掀372648規(guī)10534榜0.81吉0.231懇0.37械0.90俘1.53棕3頓3.0畜36.39垃372648惕10534洲1.03例0.231心0.45奮1.39可1.70頁(yè)2鳥(niǎo)3.0就43.02社372648琴10534薪1.22寄0.231慈0.60捕2.20急1.46屋1討4.35幸48.28忘297516鏡10878崗1.38芝0.415震0.75膜4.50抬1.50喪層次世h罩i飽m處V參i息kN嘗∑莖D季ij凝笑N/mm林中叮肌孝柱斤D吧i2裳N/mm偽V壟i2聲kN立k產(chǎn)y橡m岸M鄰u球i2保kN非·m機(jī)M該d沿i2麻kN已·m利6匹3.0紹21.30碰78204扇20520斬6.24達(dá)0.450釀0.22防3.74次14.60帥5躲3.0竹34.44她78204涼20520干10.09央0.450互0.35桂10.59血19.68發(fā)4董3.0愈46.46擋89000慘20520尊13.75低0.450徹0.43罵17.74篇23.52慕3雨3.0觀58.12項(xiàng)90124蠻20520附17.21傍0.450莊0.45禿23.12籍28.40太2忍3.0塞69.75干91876愚20520悲20.66皮0.450任0.5患30.99貸30.99勢(shì)1肥4.35誤83.88摸91076傾13915蟻22.57此0.582蹦0.65圣63.82渡34.36導(dǎo)2羊．梁端彎矩、幻剪力及柱軸力絹的計(jì)算：不計(jì)算方法與水麗平地震作用下蜓計(jì)算過(guò)程類(lèi)似蕉，計(jì)算結(jié)果見(jiàn)槐表把4升-歇1睛0震：組表口3各-毫10統(tǒng)掠梁端彎矩、剪廣力及柱軸力計(jì)奸算嘆層次睬邊梁毒走道梁醫(yī)柱軸力培M商l返F板M僑r第F并l惹V疊F智M死l格F趕M躲r照F稿l主V符F疾邊藏柱盈N齒中喇柱類(lèi)N番6斬0.07伙0.14蠻5.5勸0.04肅3.74誓3.74偉2.0督3.74被-0.04盜-3.70灰5穴1.39凈1.11逼5.5侄0.46奉14.6誠(chéng)14.6秤2.0僵14.6剩-移0.50罷-17.84針4隸2.12喬1.74式5.5蹈0.70現(xiàn)21.46蕩21.46眠2.0粒21.46數(shù)-枝1.蜜16不-38.6旬3易3.06粥2.48昆5.5陷1.01懶27.08慢27.08進(jìn)2.0網(wǎng)27.08揀-搬2.駝17青-64.67闖2劇4.03坑3.26蔑5.5滑1.33癥34.04丸34.04漸2.0撇34.04忌-嫌3.爐40籮-97.38窗1房5.76扒2.31爆5.5異1.48煮54.85俊54.85頸2.0好54.85秀-埋5.踏28沉150.7硬第詠4益章彩責(zé)豎向荷載作用罰下框架單挖馬結(jié)構(gòu)的內(nèi)力計(jì)碗算述虧4男.1短荷載計(jì)算粉4姜.1.疑1眼.歐屋面宵荷載計(jì)算皺（洞1嫌）籃永久荷載標(biāo)準(zhǔn)櫻值叨防水及保溫獨(dú)（妨05Y削J霧屋耽8噸）坐廳怎聽(tīng)壓面2.1診1kN/m牛2煙12帽0幕厚鋼筋混凝土喪板腎階朝駕廢25追×0.12=謝3.00k典N(xiāo)/m虛2敞頂棚刷（虧05Y室J貨頂蹤3揪）鹿暗怎拘義設(shè)注0.勉24kN/咽m岸2冬估纖頁(yè)爐百逐撒持詢盲跳微合夫計(jì)神厲徒痛柴池究況5.35樹(shù)kN/m世2塔障質(zhì)基忽賞出要（面2給）期屋面可變荷載敬標(biāo)準(zhǔn)值綠上人屋面均布備活荷載標(biāo)準(zhǔn)擊值程丑與貨微誠(chéng)2.0k壇N/m受2謝樓面活荷載標(biāo)村準(zhǔn)寫(xiě)值監(jiān)范具豆高魔妥2.爬0kN/m熊2舟屋面雪荷載標(biāo)妖準(zhǔn)豪值抬眉抱品現(xiàn)奴墓0.2允5kN/m慰2幼托（響3拋）南屋面梁自重械：蜂缸畝g夢(mèng)EF捷=g=3.末28纖KN/m芳g詳FG竊=2.財(cái)63專(zhuān)KN/m嗓3賓、作用在頂層昂框架梁上的線曲荷載：見(jiàn)下湖表僻(挪上人屋面活荷稱(chēng)載標(biāo)準(zhǔn)值為擾2kN/m功2核，取折減系復(fù)數(shù)撐0.吊9責(zé)，等愿于即1.物8回kN/m尚2碗)癢名稱(chēng)鑒荷載類(lèi)別喘線荷載標(biāo)準(zhǔn)值局（糠KN/市M府）劇荷載分項(xiàng)系數(shù)在設(shè)計(jì)線荷載植邊跨梁征恒載伴5.35間×7.2+3稠.戚28讓=饞41.80題1.2寨50.16六活荷載此1.閥8此×7.2=情12.96乓1.4勵(lì)18.14只中跨梁傲恒載祖5.35悅×7.2+2遞.符36繳=架40.88福1.2貞49.51斬活荷載鬼1.圓8宗×7.2=9毯.72告1.4蛇13.61疲4尼.1.2艙標(biāo)準(zhǔn)層樓面梁征荷載付（晉1垂）沒(méi)樓面框架梁線火荷載標(biāo)準(zhǔn)值：辮樓面恒卵載雞征靠字遺竹恥磚擁3.福98漂KN/書(shū)㎡功（填2達(dá)）渾樓面梁自重：肯g績(jī)EF燈=g禮G論d1=14.武48噸KN/m圍g貓F(tuán)G長(zhǎng)=2.6獵3缸KN/m間3刻、作用在中間蹤層框架梁上的瓦線荷載：（活智荷載標(biāo)準(zhǔn)值齡為則5.0KN/腰M2偽,燒走廊活荷載織為蒜3.0KN/頑M鞋2貍）高名稱(chēng)黃荷載類(lèi)別胃線荷載標(biāo)準(zhǔn)值候（石KN/付M爺）漂荷載分項(xiàng)系數(shù)士設(shè)計(jì)線荷載留邊跨梁買(mǎi)恒載瞧3.抓9慣8慧×7.2+1亂4.斬48原=室43.1圣1.2帆51.76巧活荷載全5.0×7.猜2=36駱1.3暑46.80添中跨梁精恒載像3.駐98秋×7.2+2除.6林3恰=藥31.09茶1.2辮37.43嗎活荷載旦3.0×7.異2=21.6凡00從1.3犁28.08逝癥、屋面框架節(jié)頭點(diǎn)集中荷載標(biāo)鹽準(zhǔn)值線1撥、節(jié)點(diǎn)撕E世6孕:編邊柱連系梁自嘴重醒吐宿踢0.25×0煌.5×7.2返×25扣1.05抗=戲23.26侵KN辜1.2m胃高女兒逼墻剛伏食依榜僻1.2×7嘴.2×0.2躲5×架21誠(chéng)=43.36剪KN叉連系梁傳來(lái)屋慈面自貴重黎遲童0.5×5.泥5×0.5×爪7.2×芬5.35牽=仔52.97貧KN叮頂層邊節(jié)點(diǎn)集據(jù)中荷尊載塌可丸膝械王劉120.09酷KN遞2隨、節(jié)點(diǎn)配F諷6冤:毅中柱連系梁自鋪重著緒淘0.25×0妙.5×7.2還×251.0炮5=23.2探6KN槽連系梁傳來(lái)屋徒面自笨重邪迅0.5篩×味（旋5.5+7.從2-2.暴0蹦）且×1.35×柏5.35=2撓6.87K喚N酷溜裕穴0.5×7鎖.2×聾5.35落×3=凡57.85戚KN出頂層中節(jié)點(diǎn)集老中荷斤載皂唇彩些饅陵坑11室9.78號(hào)KN蘆昏樓面框架節(jié)點(diǎn)吹集中荷載標(biāo)準(zhǔn)先值用1劣、節(jié)點(diǎn)睛E深5騰:吳邊柱連系梁自介重別襪語(yǔ)撞魚(yú)撈設(shè)換檢23.26土KN點(diǎn)塑鋼給窗自侄重給犬厲插們吊拍喚2×1.勸5沾×1.醫(yī)7滔×0.45=親1.94K筑N衛(wèi)窗下墻體自辯重旨庭盛咬努0.25×0球.山9絹×(7.2-轎0.5)×萍2.1恒=2秧9鞏.央8千5KN排窗邊墻體自屑重菜病盼莊0.25×即(7.2-2建×1.2-0愚.5)×1.餐8×槳21柴=翻40看.貓4棗7KN瓜框架柱自桌重捐挪愉訴受1.1×刻0.驕4妨5×0.羨4迎5×3×25哈=鄉(xiāng)16廚.6率7居KN季連系梁傳來(lái)樓紀(jì)面自誠(chéng)重變糾粒0.5×5.豈5×0.5×草7.2×澤3.98趴=3可9畜.均40凡KN嗚標(biāo)準(zhǔn)層邊節(jié)點(diǎn)陽(yáng)集中荷終載關(guān)濱扒染稻脹辜狀喘15高1.59辮KN添2輸、節(jié)點(diǎn)析F幸5播:造中柱連系梁自區(qū)重盼爹往晉腳餐23.日36預(yù)KN晚星內(nèi)縱墻婦及門(mén)抄自重僅像添7.2肉×胃（而3-0.扶5晴）創(chuàng)×2×0.2午5×1容-2.1×0廟.8×(5.尤24-0.2果)遙9=奏157.37乓KN殃框架柱自撇重賞代丹故蘋(píng)講鉗獎(jiǎng)渠就憤誰(shuí)16.67早KN斜連系梁傳來(lái)樓沙面自抽重回園委0.5×瘦(5.5+7帽.2-2.7嚷)×1.35之×搞3.98殺=帥24.17初KN富隙憶錯(cuò)沙煉文提0.5×7亡.2×1.5內(nèi)×享3.98奪=出20.30譽(yù)KN鹿樓面中節(jié)點(diǎn)集賣(mài)中荷唱載要奮分摩逐系吳授爪伐265.23畫(huà)KN背第拍4.2異部分：豎向荷殊載作用下框架框結(jié)構(gòu)的內(nèi)力計(jì)殘算模雨按分層法進(jìn)行始內(nèi)力計(jì)算：黎梁端、柱端彎籃矩采用彎矩二鋸次分配法計(jì)算晝，由于結(jié)構(gòu)和吳荷載均對(duì)稱(chēng)，聾故計(jì)算時(shí)可用煤半框架，彎矩彈計(jì)算過(guò)程如下梯：漫(協(xié)一勺)業(yè)頂層：因屋面輕活荷載很小，她不考慮活荷載技的最不利布置烈，按滿載計(jì)算躺。則框架線荷剛載為：瓦邊跨：展50.16披+端18.14=紫68.30末KN/M園中跨籍：潑37.爬43庸+授28.07營(yíng)=播6.50索KN/M1、固端彎矩所邊跨壘：皇Mg=稈68.30向×5.5定2非/12=1挨7壟1.貌17輪KN·M圾中跨況：選Mg=松51.23×紛2.式0共2命/12=我17.07師KN·M袖2芽、計(jì)算各桿件參的彎矩分配系維數(shù)大結(jié)點(diǎn)標(biāo)E女6瓜結(jié)點(diǎn)晴F紐6邪μ哀E肥6讀E感5逆μ土EE箭6載F絨6砍μ哈F憲6蜂E冷6威μ優(yōu)F公6涉F譯5暫μ弄F恩6蹤G黑6匯0.水65崇0.虜35柔0.2銅0蕉0.罵52唇0.裕28守3啊、用彎矩分配浸法求彎矩駐減(恨二搏)糊標(biāo)準(zhǔn)層：因活頓荷載較大，需孩按恒載和活荷擱載最不利布置卻的情況分別計(jì)究算。帝1植、固端彎矩：（1）邊跨：插恒載紹：居Mg=濫143.08范活荷載腿：完Mg=（2）中跨：屈恒載珠：頑Mg=班=12.48?；詈奢d弊：仇Mg=侮2索、彎矩分配系扣數(shù)：貝結(jié)點(diǎn)撞E照5擔(dān)結(jié)點(diǎn)照F具5擔(dān)μ湊E臭5霜E怎4鑄μ售E吹5耕E恢6碧μ憂E直5丟F蝶5藥μ半F脖5充E勸5蛙μ燕F宋5吹F折4些μ翅F痰5雪F膀6奉μ塵F燦5械G債5趴0.激4顛2宣0.促4是2鞭0.1立6暈0.1靜3債0.坡34捷0.險(xiǎn)34塔0.策193、求彎矩：（1）恒載：夢(mèng)（境2扛）活荷載：籃E筑、布置在邊跨惑飯F(tuán)占、布置在中跨炸沈G誘、布置在一側(cè)普邊跨和中跨：（三）底層：股1速、固端彎矩：（1）邊跨：往恒載燕：架Mg=嗓143.08寬活荷載撥：虛Mg=（2）中跨：毛恒載勢(shì)：斯Mg=熄=12.48幅活荷載脫：息Mg=跨2狼、彎矩分配系餡數(shù)：詢結(jié)點(diǎn)吼E綱1夢(mèng)結(jié)點(diǎn)步F市1展μ慨E昏1腐E涉0輸μ伴E忙1刮E窄2啦μ甲E漫1衡F講1但μ孕F暮1峰E我1吃μ奉F盼1稈F受0趙μ忍F核1惹F技2苦μ畝F右1片G礙1號(hào)0.客44宵0.40齡0.16躬0.撓13停0.36柳0.構(gòu)32陜0.19音3秤、求彎矩：片（役1粥）恒載：鍬（患2生）活荷載：伏E態(tài)、布置在邊跨奇研F藏、布置在中跨慶辨G水、布置在一側(cè)斤邊跨和中跨：櫻（鈔4神）彎矩調(diào)幅測(cè)考慮到鋼筋混捷凝土結(jié)構(gòu)具有里塑性內(nèi)力重分秀布的性質(zhì)，在晝豎向荷載下可閱以適當(dāng)降低梁士端彎矩，進(jìn)行這調(diào)幅（本例為線現(xiàn)澆框架，取冒調(diào)幅系數(shù)通取眾0.昌9藥），并將所減伶少的彎矩的平背均值加到礦中明正彎矩上，以散減少負(fù)彎矩鋼誘筋的擁擠現(xiàn)象伴。豎向荷載作括用下框架內(nèi)力陵匯總?cè)缦拢海ㄊ湛缰袕澗貞洶磫叔中尚=M斯0季-(M死1米+M寒2但)/該2雨計(jì)算戲豎向荷載作用口下框架內(nèi)力匯陜總?cè)绫頁(yè)Q層次混構(gòu)件名稱(chēng)兼豎向荷載作用斗下彎以矩麻kN澡調(diào)整系螺數(shù)敘β咸調(diào)整后彎矩閑（紙KN)菌M北恒簡(jiǎn)M樹(shù)活錦M棵恒大M番活帆合計(jì)家六謹(jǐn)層慘邊跨梁撒E旬6華端娘-123.0反5癥請(qǐng)0.90義-110.7屯5像鴉-110.7捆5斤跨中送69.26崗噴呼83.80斗他83.80由F分6糊端燕-167.6上7沸賀0.90寒-150.9富0哀言-150.9故0屑中跨梁漠F懶6兄端常-69.09鍵威紡0.90煩-62.18奔吧守-62.18挖幼跨中遍-73.53翻兵胸羞-73.53廳甩營(yíng)-73.53筐瞇五層旦邊跨梁漿E默5全端跌-129.1式9將-105.9魯4繪0.90滾-116.2敵7書(shū)-95.35采委-211.6頌2斥跨中濫83.18淋67.63慚擔(dān)96.32喇78.56集174.88座笨F衫5摸端扶-133.7框0剩-112.7看3充0.90狗-120.3蒸3街-101.4況6象-221.7籠9痛中跨梁猴F誤5訪端催-19.23竟折-31.70恥造0.90膠-17.31落竭-28.53何腎-45.84液玉跨中靜-55.50僑叔-54.78拴鞏爐-55.50攻秘-54.78貢慣-110.2木8線四層片邊跨梁毯E棚4覆端購(gòu)-129.1浸9屋-105.9左4觀0.90辦-116.2重7殲-95.35懼短-211.6衰2熄跨中醋83.18醋67.63賀示96.32羨78.56衛(wèi)174.88踐購(gòu)F貨4季端敵-133.7峰0茂-112.7雄3撫0.90奪-120.3嶄3沖-101.4因6顫-221.7俱9釋中跨梁陷F振4喚端禁-19.23賠緞-31.70鑼夢(mèng)0.90卸-17.31民戰(zhàn)-28.53沿宰-45.84皂豎跨中哨-55.50據(jù)默-54.78里學(xué)完-55.50駐歪-54.78續(xù)睬-110.2續(xù)8悶三層非邊跨梁柱E儀3秘端譜-129.1守9輪-105.9臣4繁0.90木-116.2狐7灰-95.35熔掉-211.6施2釘跨中對(duì)83.18歡67.63拍正96.32退78.56甚174.88旱羞F瘦3誤端脅-133.7獲0智-112.7紐3擾0.90燥-120.3仍3侮-101.4慮6馬-221.7目9車(chē)中跨梁而F逆3均端咬-19.23玩熱-31.70訴雞0.90痰-17.31慨水-28.53慣何-45.84羞垮跨中盜-55.50鎖向-43.23議襖扁-55.50類(lèi)獸-43.23詠齊-98.73內(nèi)齊二層繳邊跨梁無(wú)E恨2撤端楊-129.1哭9擦-105.9另4暑0.90更-116.2遮7網(wǎng)-95.35婚航-211.6薯2鍋跨中職83.18言180.36疾偽題96.32并180.02唉魚(yú)276.34想須F昨2模端舟-133.7娘0況112.73飼陳0.90顧-120.3母3層101.46鳴嶼-18.87督帽中跨梁料F飯2絨端皇-19.23盟廣-105.9肯4逝0.90著-17.31溜匯-95.35陷尸-112.6績(jī)5卻跨中琴-44.78爬戀-91.90驗(yàn)掘惡-44.78頸愛(ài)-91.90納蝶-136.6恨8南一層中邊跨梁膽E近1迫端缸-107.7儲(chǔ)6賊-105.9冒4球0.90紛-96.98墨長(zhǎng)-95.35岸溜-192.3灘3峰跨中熔96.11科67.11懷懷107.96庭醬78.09監(jiān)186.06走研F麗1臭端磨-129.2僅6習(xí)-113.7顏7茅0.90慈-116.3冠3階-102.3磨9杜-218.7席3搖中跨梁泳F沙1筆端肅-24.15誘規(guī)-38.38蕩轎0.90蓬-21.74惠侄-34.54衡吹-56.28百項(xiàng)跨中似6.64尖6.40仰調(diào)6.64毀6.40框13.04悠二、梁端剪力貪和柱軸力的計(jì)姑算：爆1起、恒載作用下歉：鮮荷載引起的剪培力：例第6層：秀V也E劃=V亭F筐=gL/2折-喝（唯M擱2代-M躍1嶄）自/L=仗68.30示×5.5/2傻-(1黃67.67習(xí)-1守23.05卷)/5.5=織1握7暈9.弱71佛KN報(bào)V功F因=V擾G芳=堵51.23隱×2.運(yùn)0液/2=炭51.23詠KN簡(jiǎn)（拌彎矩引起的剪驚力很小，忽略蹄不計(jì)軟）歐。巖荷載引起的粉軸力蹦：第6層：盡E獻(xiàn)柱仿：脆N桑頂敏=午120.09遭KN凱含壩柱重六：叨0.度4株5×0.測(cè)45情×3×25=幼15.19戰(zhàn)KN根帆浩修N語(yǔ)底泥=N橫頂泉+話15.19賄=晨135.28工KN崇F句柱卻：研N翁頂已=似119.78扎，仿N老底詞=留119.78純+或15.19浸=科134.97叛KN悅恒載作用下梁畜端剪力及柱軸翁力蝶（填K甩N場(chǎng)）不層次頌荷載引起的剪組力銀柱軸力膨EF慢跨劣FG傍跨匙E舞柱懸F慰柱錯(cuò)V村E娘=V疲F妖V吐F晴=V態(tài)G絹N旁頂干N關(guān)底舅N烈頂寧N只底湊6滋179.71貝51.23潮120.09壟135.28條119.78逗134.97搖5椅155.27灣154.86哈272.19趴302.46侮382.31草397.50禁4傳155.27千154.86諒423.78復(fù)438.97挽647.54壽662.73沙3踐155.27稈154.86差575.37荷590.56慢912.77叔927.96足2拿155.27扛154.86方726.96廉742.15治1178.0甜0課1193.1丘9干1固155.27圖154.86嘆878.55質(zhì)893.74獄1443.2冊(cè)3諒1458.4紙2貢2倘、活載作用下紋：濁活載作用下梁擔(dān)端剪力及柱軸竊力幟（俱K扮N脫）鋒層次傅荷載引起的剪農(nóng)力犬柱軸力鍛EF警跨胖FG狗跨掙E源柱祥F毛柱勵(lì)V林E越=V指F駕V移F偉=V缺G擱N毛頂惑=N檔底權(quán)N縱頂口=N拜底缸6普49.89宇13.61汽49.89引63.50搬5攪128.7梁28.07染192.20宰22異0餓.孝27膚4箏128.7遵28.07丹320.90于377.04勇3逐128.7牙28.07景44譜9揭.編60井5叨0鋸5.61先2僅128.7惱28.07叉57你8秘.穗30世634.44私1宿128.7缺28.07唇707.00警763.14貌3氣、框架剪力及志軸力計(jì)算雕框架剪力及軸媽力計(jì)算值由恒團(tuán)荷載引起的剪酸力和最不利活肅荷載位置引起葡的剪力相疊加亦。環(huán)梁端剪力及柱鴿軸力升（紫K辱N恒）速層次魚(yú)荷載引起的剪晨力差柱軸力趨EF瘡跨薄FG階跨銜E丙柱帶F缸柱以V資E外=V悠F堤V色F拜=V困G殊N寇頂描N選底桂N益頂圖N閘底液6嶄229.6靈64.84備169.98糊185.17眠183.28拾198.47蟲(chóng)5爬283.97襯182.93庫(kù)464.39孕494.66愈602.58丹617.77號(hào)4頂283.97欠182.93濃744.68塑759.87彼1024.5自8億1039.7川7位3駝283.97釋182.93蹲1024.9時(shí)7唯1040.1擾6熔1418.3蛾8渣1433.5垂7卻2呢283.97刷182.93哪1305.2匆6流1320.4刑5捷1812.4復(fù)4壇1827.6道3以1錯(cuò)257.71輛80.06眾1696.2獄7永1723.5腦0豆2543.8控9商2566.5螺8怠三、框架柱控供制截面內(nèi)力計(jì)溫算：滿1臟、控制截面彎詞矩宜取每層柱頂和蘿柱底兩個(gè)控制犬截面，組合結(jié)嚼果如下表所示魂。語(yǔ)2群、控制截面軸鹽力王柱的控制截面蹈軸向力，可不覆計(jì)梁的連續(xù)性惑的影響，近似福地按負(fù)荷面積才進(jìn)行計(jì)算。柱沖底最大軸痛力銜=扣控制截面以上袍各層間柱自限重程+端控制截面以上娘各層間縱梁及轉(zhuǎn)縱墻自洗重兆+池屋面橫梁反殲力樂(lè)+票控制截面以上息標(biāo)準(zhǔn)層橫梁反窄力。歲根據(jù)柱彎矩最裹大時(shí)活荷載最興不利布置，可拌求出對(duì)應(yīng)的軸灘向力。呈豎向荷載作用斬下框架柱控制丈截面彎矩計(jì)算失表虛柱號(hào)內(nèi)截面靠本層彎矩竭上薦(明下）層傳遞彎嚇矩誼拼合后彎矩宣恒賣(mài)活情恒認(rèn)活然恒假活葛E六0瞞E源1撥E簡(jiǎn)0狹端版Mm鳳E交x熊宮咳33.74仍28.01旦33.74提28.01夾與股Nm家E拜x隔對(duì)應(yīng)壓的吩M述綿紀(jì)33.74給27.56丸33.74快27.56脾E驢1霧端龜Mm雅E路x繡67.48認(rèn)56.01墻21.70脖17.82市89.18注73.83腿與糊Nm牌E歡x樣對(duì)應(yīng)鞠的聞M唇67.48摟55.11他21.70借17.74壇89.18析72.85籠E箏1狡E予2抱E附1尸端并Mm遙E現(xiàn)x以65.09刑53.47袖21.70營(yíng)17.82裁86.79單71.29炎與成Nm葉E漁x泄對(duì)應(yīng)事的圈M險(xiǎn)65.09奪53.21播21.70還17.74剝86.79居70.95梯E散2度端豬Mm覺(jué)E積x續(xù)65.09榆53.47棗21.70意17.82錄86.79葛71.29條與豈Nm史E送x喝對(duì)應(yīng)餓的乎M動(dòng)65.09忙53.21予21.70寄17.74壇86.79輕70.95住E讓2鍬E禿3巧E甘2蓮端使Mm廉E流x泊65.09販53.47膽21.70揚(yáng)17.82膛86.79及71.29須與螺Nm潛E鞠x(chóng)拼對(duì)應(yīng)和的舉M唉65.09不53.21勾21.70喇17.74摩86.79陡70.95云E柄3求端灶Mm曲E賤x銷(xiāo)65.09涂53.47晃21.70綢17.82裝86.79昆71.29木與恐Nm傷E飽x傭?qū)?yīng)好的執(zhí)M納65.09必53.21燒21.70萄17.74妨86.79花70.95待E誕3岔E儉4刪E首3豆端害Mm匯E主x榜65.09貪53.47罩21.70呢17.82遍86.79伐71.29廚與屢Nm脂E倍x鉆對(duì)應(yīng)寨的典M縣65.09壇53.21碎21.70畏17.74揪86.79漲70.95款E根4挺端兼Mm體E償x弓65.09腫53.47帆21.70販17.82豆86.79娃71.29貢與棄Nm川E歐x憲對(duì)應(yīng)習(xí)的我M米65.09歲53.21驚21.70唱17.74兄86.79培70.95壯E咬4流E曬5鳳E和4窮端窄Mm指E俊x厲65.09剛53.47袖21.70健17.82移86.79蠻71.29裝與側(cè)Nm功E供x逝對(duì)應(yīng)戒的攪M曠65.09滿53.21羽21.70格17.74作86.79樣70.95蛾E菠5食端宵Mm瓦E描x翻65.09洞53.47扶21.70鵲17.82爆86.79關(guān)71.29宴與廁Nm迅E臨x易對(duì)應(yīng)稍的風(fēng)M鬼65.09典53.21迫21.70憲17.74而86.79甜70.95否E普5聲E倒6惠E仙5庫(kù)端漏Mm遭E輝x慰65.09盡53.47嘗41.35皺0.00銜106.44箭啟53.47戰(zhàn)與泰Nm女E忙x莫對(duì)應(yīng)些的統(tǒng)M散65.09匙53.21幕41.35鍛0.00芬106.44嬸權(quán)53.21潛E渠6豈端伙Mm幫E寶x膏124.05啟趨0.00撫0.00飾0.00睡124.05有脅0.00答與末Nm朝E盛x圈對(duì)應(yīng)鴿的卵M怒124.05講送0.00晃0.00宵0.00磚124.05呢挽0.00黃F瓦0禁F材1荒F奧O剩端送Mm抓E待x絨露狼17.01格13.13稈17.01晶13.13聲與吃Nm辯E追x旦對(duì)應(yīng)營(yíng)的簽M糖仿責(zé)17.01稿13.13宇17.01擋13.13帽F聯(lián)1傲端染Mm昌E渣x到51.04咐39.38拾15.12勸13.46起66.16禽52.84錢(qián)與闖Nm未E抗x各對(duì)應(yīng)科的墳M汗51.04猛39.38符15.12潛1.12棄66.16稿40.50火F癥1央F慮2墓F復(fù)1迷端炒Mm勸E身x驚45.37隨40.37會(huì)18.91飯14.40欠64.28馬54.77浴與嬸Nm域E狹x狼對(duì)應(yīng)撓的珍M風(fēng)45.37嬸3.35處18.91在13.34具64.28土16.69智F鳥(niǎo)2銀端績(jī)Mm愚E親x草56.74銀43.21妨18.91釀14.40匪75.65鏟57.61纏與滿Nm面E弦x白對(duì)應(yīng)伏的綁M盈56.74后40.02證18.91飯13.34析75.65擱53.36索F練2愉F冷3巖F姓2補(bǔ)端到Mm傭E律x陸56.74翠43.21兩18.91初14.40獎(jiǎng)75.65曉57.61晃與托Nm踐E末x閣對(duì)應(yīng)再的雞M絞56.74爹40.02評(píng)18.91媽13.34把75.65跌53.36猾F話3慌端逐Mm慚E哄x蠟56.74鄉(xiāng)43.21耳18.91凡14.40矩75.65紀(jì)57.61哭與芳Nm響E殖x剩對(duì)應(yīng)詞的進(jìn)M飾56.74蝴40.02幕18.91伙13.34宿75.65免53.36霧F勵(lì)3休F默4花F于3稿端承Mm啄E死x敲56.74螞43.21覽18.91鋼14.40匙75.65轎57.61然與辱Nm蓬E瓦x動(dòng)對(duì)應(yīng)妄的莫M悲56.74揉40.02早18.91正13.34眠75.65濕53.36亂F磨4窩端揉Mm媽E左x奏56.74教43.21則18.91后14.40久75.65伴57.61剪與廣Nm綱E罪x暖對(duì)應(yīng)侵的扔M濫56.74遺40.02征18.91繡13.34斤75.65偷53.36挖F茄4膚F怖5旗F傅4令端碎Mm妙E脆x拼56.74難43.21淚18.91妥14.40梨75.65妥57.61失與紫Nm揪E記x己對(duì)應(yīng)姐的撇M醉56.74摘40.02耐18.91壓13.34攔75.65雪53.36局F厘5少端裂Mm賢E技x周56.74立43.21勵(lì)18.91尺14.40叔75.65東57.61漁與譽(yù)Nm紅E妹x準(zhǔn)對(duì)應(yīng)綠的高M(jìn)太56.74貍40.02愈18.91橡13.34窄75.65旗53.36命F詞5臭F蔬6教F膠5染端龜Mm膜E氧x炕56.74嚇43.21面32.20火0.00雖88.94垃43.21區(qū)與匠Nm止E袖x委對(duì)應(yīng)陵的行M荒56.74送40.02累32.20絕0.00股88.94譯40.02貿(mào)F蟲(chóng)6甘端爐Mm狀E離x全96.59白偏7.47匙被104.06姑輕0.00近與編Nm粗E棄x杏對(duì)應(yīng)秒的躍M匙96.59耐赤7.47獲滾104.06壤答0.00模5.4規(guī)框架梁的內(nèi)力悟組合嚇5.4.濃1喂.梳結(jié)構(gòu)抗震等級(jí)醬：懲根據(jù)《抗震規(guī)嶺范》，本方案辭為云三尿級(jí)抗震等級(jí)。樓5.4.妨2路.米框架梁內(nèi)力組嘗合半本方案考慮了潛四貼種內(nèi)力組合，嬸即輕1.2依＋壓1.4尊，巡1.35非＋喜1.0振，根1.2誼（作＋乳0.5還）灌＋蔽1.3尋，桑1.2癥＋剝1.2婚6于（匪＋連）。屬框架梁內(nèi)力組為合表下5搬-田5悄。粥框架梁內(nèi)力組殊合表診層扔數(shù)蠻攤紋位置蓄場(chǎng)恒載觸活載逃風(fēng)荷載池水平地震荷載霸1.35騾×劈恒擠+0.7×1極.4驢×遞活膀1.2罷×頓恒老+1.0×1甜.4慰×里活拋±0.6×1渾.4姓×盞風(fēng)遷1.2和×忠恒遣+0.7×1感.4噸×都活夏±1.0×1依.4畜×膏風(fēng)郵1.習(xí)2豎（震恒奸+0.5院×散活刺)±1.3制×緞地肢M林max躁(kN/病m)勤M積min拿心(kN)亂V敏max名昆(kN)陣槐M(k稿N/m)著V隊(duì)(kN稀)惡M(k穗N/m)膠V橋(kN斥)置M爺（獲kN/澤右風(fēng)餃V房(kN戰(zhàn))核M(k地N/m)傘右震烤V啟(kN掉)級(jí)M(k仇N/m)崗V倍(kN亮)下M(k馬N/m)烈V持(kN導(dǎo))金M(k爺N/m)劃V清(kN蔽)咳M(k扯N/m)知V火c舌掛(kN)遍V撓Gb當(dāng)情像（鋤kN蜘）博V抄b袍彎剝（原kN下）搞6抖A知左石-110.7抬5荷179.71奏0嘴49.89繁-0.07三0.04修-4.25嬌2.34僑-149.5通1競(jìng)291.50蹤總-132.9吃6堅(jiān)0.06動(dòng)285.53序胳285.46放議-133.0暖0仿-132.8蓮0絮264.60許潤(rùn)264.49賺聾-139.5笛3灶-126.2蹄7矛248.63蹦申242.54訊膏137.99冒奧140.56橫像0.06辱-149.5嗚1輕291.50越公中槽83.8閥繁0陜旗0.02煙相0.15烈墳113.13科重0.00縣100.58房耳-0.02末0.00態(tài)0.00攤100.59椅仙100.53雀膛0.00送0.00挖100.79毛軟100.33趁傘0.00獲0.00添躬篩113.13瘋當(dāng)100.33救煌0.00鄭右調(diào)-150.9憂179.71替0垃49.89闊-0.14刻0.04息-8.38遙2.34心-203.7哥2魯291.50著穿-181.2謊0戰(zhàn)0.12末285.53痕由285.46依炭-181.2承8寬-180.8室8螞264.60核肆264.49跟虛-194.1睬5停-168.0掩1嚴(yán)248.63務(wù)繡242.54諸仔137.99香位140.56質(zhì)素3.14嶼-203.7慎2患291.50蓄宴B妻左就-62.18如51.23丟0逼13.61悼-3.74拖3.74哄-21.01允歌21.01腦-83.94亞齊82.50醋-77.76粥退3.14慣83.67忙77.39槍-79.85嫁頓-69.38配仙80.05礙69.58剖-107.3籃9召-41.84掘度96.96施42.33枝捷算-41.84槽風(fēng)-107.3在9酒96.96悠中榴73.53遮0閘0氣0屠0滲0.23槐-68.40費(fèi)蔽濁99.27紋0.00也88.24剛0.00篇0.19瞞-0.19例88.24丙88.24寇0.32竟-0.32亦-18.47枝勸194.94早弄0.00客0.00橡49.51框72.62域194.94擠甜-18.47針濱0.00煌5止A猶左漂-116.2默7晝155.27寒-95.35碼128.7青-1.39召0.46喬-68.40夠帽22.32委-250.4信1猜335.74侄鼓-274.1恥8環(huán)-132.3命2舉366.89規(guī)鑒366.12援便-234.9設(shè)1似-231.0銷(xiāo)2妄313.09漢街311.81家扛-303.4泥4萌-90.03幼春292.56辨摔234.53聞馬142.34飼宜166.89未淺-90.03嫌獲-303.4僅4悠366.89遠(yuǎn)半中閘96.32英速78.56晉重0.12泉頭5.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