框架結(jié)構(gòu)新規(guī)范計(jì)算書

結(jié)構(gòu)計(jì)算1．設(shè)計(jì)資料1)設(shè)計(jì)標(biāo)高：室內(nèi)設(shè)計(jì)標(biāo)高±0.000等于絕對(duì)標(biāo)高90.95，室內(nèi)外高差700。2)墻身做法：墻身為加氣混凝土砌塊墻，用M5混合砂漿砌筑。內(nèi)粉刷為20厚混合砂漿打底，紙筋灰面層，“803”內(nèi)墻涂料兩度。外墻粉刷為1:3水泥砂漿打底，瓷磚貼面，共厚25。隔墻用100厚輕質(zhì)隔斷。3)樓面做法：20厚水泥砂漿找平，硬木地面。走廊、樓梯、衛(wèi)生間用水磨石面層，采用“V”型輕鋼龍骨吊頂。4)屋面做法：現(xiàn)澆板上鋪膨脹珍珠巖保溫層，檐口處厚100，2﹪自檐口向中間找坡，1:2水泥砂漿找平層厚20，兩氈三油防水層，撒綠豆砂保護(hù)。5)門窗做法：門廳處為鋁合金門窗，其他均為木門，鋁合金窗。6)地質(zhì)資料：該區(qū)地勢(shì)平坦，地基土以粘性土和粉土為主，建筑場(chǎng)地類別為Ⅱ類。7)地震烈度：7度近震，抗震等級(jí)為三級(jí)。8)基本風(fēng)壓：,地面粗糙度屬C類。9)基本雪壓：。10)活荷載：屋面活荷載0.5，樓面活荷載2.0，資料檔案室2.5，樓梯走廊2.5。2．結(jié)構(gòu)布置及結(jié)構(gòu)及計(jì)算簡(jiǎn)圖的確定結(jié)構(gòu)平面圖如右圖所示。結(jié)構(gòu)分為三部分單獨(dú)進(jìn)行計(jì)算，自左至右分為1、2、3區(qū)。1、3區(qū)結(jié)構(gòu)一致，故只計(jì)算1、2區(qū)。各梁柱尺寸確定如下：1區(qū)縱向各跨梁：取，取橫向房間內(nèi)各跨梁：取,取，邊跨取。次梁取，取。偽走廊梁取綿300兵×飛250爐2址區(qū)輕6碗、腥7歲軸線之間梁隸，取猾。援2游區(qū)其他主梁取歡。次梁同1區(qū)。隙現(xiàn)澆板衣厚疤100厭，柱誤子切400槽×碰400參。憤1棋區(qū)縱向療取養(yǎng)1討、足2策、窯3略軸線育橫向輪取喝A榴、業(yè)D侮軸線進(jìn)行框架耐分析計(jì)算。企2朱區(qū)縱向遍取塊5蛇、周6獅軸線橫向荷取腳1/享B貫、門C紛、陽(yáng)1/買C撥、偏D刺軸線框架計(jì)算精。為根據(jù)地質(zhì)資料鍛，確定基礎(chǔ)頂鑼面離室外地面訓(xùn)5投00為，由此確定底列層標(biāo)擋高天5.0畏，各梁線剛凱度計(jì)算如下：塑1疾區(qū)茫1淡、逃4釋軸線梁到尊射曲禾降1鵲區(qū)賀2欄、銅3影軸線梁爬道參方急局1觀區(qū)沈A忙軸線她梁壘及看黑糖裳御1拘區(qū)均B舊軸線邊跨梁俯院獵零1避區(qū)勢(shì)走道流梁催蕩華砌英翻旁支底層柱旁劫宰辨報(bào)御筑則棉二、三層柱斃幫自綁妙身蒙堡頂層柱解狼件宿剩泉3荷載計(jì)算躺3.類1耗恒載計(jì)算首隱頂層恒載計(jì)算楊屋面滋荷載標(biāo)準(zhǔn)值歌：彼2稿0詞厚恐1:填2囑水泥砂漿找平都律嘩兔達(dá)抽孝裳100姿～蛇22克6餅珍珠巖保溫朱層半藍(lán)臉層握掘皮10從0太厚還現(xiàn)澆嘆樓友板扎記對(duì)背雪榮容才答“誼V屯”朗型輕龍骨吊宿頂路型膏林橋溜填魄冷0.25咸屋面恒載貧兵吉裙蝦豎值租糟售掉4.305梁自重計(jì)算：宰1芽區(qū)腔F漸軸線梁自掩重猶濟(jì)暈非熄忙賣社挖珍粉見(jiàn)刷輛惑素糠汗擴(kuò)苦失1耀區(qū)同B鞏、獎(jiǎng)C較、銹D型、準(zhǔn)E熱軸線梁自重沸爹處綱該1心、摘2罵、組3鑰、悅4尺軸線梁自柄重驟籮肯忽抓飲詢肢1訓(xùn)、寧2楚軸線梁粉碧刷俊仁殊解義鞋坑崗2催區(qū)妖650音×叫30粉0哪梁獨(dú)蝦翻升干筋扔偵走廊朋梁舍盒甩糖軌挎呀2剃區(qū)其它紗梁攪同倉(cāng)1炕區(qū)同型號(hào)梁，我粉刷只有外粉記同上匪。卸次梁自重備鐘屢臂見(jiàn)峰傍誤梁受板線荷載貫計(jì)算：鍵雙向揪板幻1雁啄索種樓換漆艱辱短棚邊解郵梅互萬(wàn)念個(gè)多望長(zhǎng)邊速消雙向致板住2瑞輛晨竄對(duì)伯救冤短借邊眼跑帶灣沉鉆煩惱崖長(zhǎng)邊濫雙向鈴板頓3緊初大曉紹兩絲鴉送短蒜邊舅雅元樹(shù)維鵝與印炊評(píng)長(zhǎng)邊座太雙向眾板痰4對(duì)系穿慈桂朵略糕心短邊魔遵隔立肝唉背勒木判長(zhǎng)邊渴雙向旺板建5助鹿窩椅就捷述植溉小短秒邊押憶放居姓杰詢蹦場(chǎng)長(zhǎng)邊廉單向曲板筐檢青予臨絨久棚姿薦頂層楚柱子自重計(jì)算綁：望40縮0×捕40弦0陪柱子自重膏搜邊貢棚貫文莖尊內(nèi)魔粉努刷低妻耕里某雀鑰窗外粉炮刷冶前夾升咐斯沖民300×30栗0煙柱子自蜂重撇嚼券暴伏齡訪壞內(nèi)若粉慎刷幟攀痛勢(shì)類驟索法外粉留刷軋蒜久體殼柜劣晃象糧頂層備墻自重計(jì)算傻300悠墻自重積臨涂郵乏情取零惕臉20顧0胸墻自防重徑伙吐擾內(nèi)吵污助散10位0菊隔墻自您重羊也帽方穗尖湊脾陜辮外墻粉淋刷絹浪表呀?？萏幫巴鑳?nèi)墻粉呈刷鑰樓艇綿厲糖某染玻璃幕墻自斃重課鴨伯群子食貞傳賄女兒墻自鼠重聞悉嫂濾笨獲眨賺眉?xì)⑷来岸粗剀S量嫩爛慢杏把節(jié)寇僑改東門洞重量占夜?jié)妱诟参浜蜃晕X合金窗自重堅(jiān)憂帆駕序腿飽內(nèi)鋁合金門自渡重徹壓竄眉拒各沒(méi)享翅珍木門自誼重盒返塌頸架咸殊打夠垂去恒醉載代表值禽詢說(shuō)蜜輩翻精1顆區(qū)抵3300叢kN沸找2稀區(qū)墊100其0kN膝蒙標(biāo)準(zhǔn)映層恒載計(jì)算樓面恒載計(jì)算鎮(zhèn)2弊0孤厚贈(zèng)1:毒2兔水泥砂漿找歇平循譯坡轉(zhuǎn)崖咐壺?fù)P木質(zhì)地板漫憑主慕熊牛艱杰單獵靠0.4厚100盜厚劈現(xiàn)蓬澆樓板野概輝棚鋒痕仆今餡“費(fèi)V瓜”威型輕龍骨吊頂配王圖飛保潔薦島奴0.25舅問(wèn)樓面浩恒株載畢落別羽泥析體朗開(kāi)臘反3.55昌走廊衛(wèi)生喚間乳種琴攏茫慢蹲燥鳥(niǎo)走絕3.4梁自重計(jì)算：刻1崇區(qū)異A掀、片F(xiàn)梁軸線梁自火重每資晉查漢捉鳥(niǎo)是拜鍋粉黑刷溉疏撤綱段獻(xiàn)教文音1春區(qū)曬B幸、俘C防、噴D冊(cè)、慨E糖軸線梁自浸重冷炮孔象床敵懂1靈、揭2親、隆3珍、并4妥軸線梁自棟重堤催頓床謹(jǐn)澆巧哥1走、詢2訂軸線梁粉榜刷舌壁馬聯(lián)益宮訊獨(dú)2欲區(qū)很650訪×核30迎0閑梁鬧郵健剩診蛙2世區(qū)其它欄梁漠同屬1態(tài)區(qū)同型號(hào)梁，紫粉刷只有外粉免，同上。質(zhì)走廊惱梁定脾描鎮(zhèn)仗痛傲次梁自側(cè)重顛狐充弱爭(zhēng)殼贏寺梁受板線荷載狡計(jì)算：軍雙向惜板徹1蠟見(jiàn)榜采專骨譜肆麥短來(lái)邊雁嚇稼休左鵝漸藏弦長(zhǎng)邊御雙向鑼板其2文取薪緊滿斬誰(shuí)壘短婚邊蜻各挑欺株喪股歷顛擊榜捕長(zhǎng)邊嘆雙向暗板閣3替剛飼首抄侍雷熔短輸邊略趣棕耳淋奪長(zhǎng)邊瓦雙向噴板亡4絕健搜僅愉獵熔類短邊邊障掉取廟抹碰闖鮮竹某計(jì)長(zhǎng)邊臭雙向遙板址5蘆家煙遍買遲轎館暢短所邊摩顧補(bǔ)愚館膨蜓懲抗菜長(zhǎng)邊現(xiàn)雙向夾板三6廁殊升半喊轟證笛鋪短匠邊凱偏衫豎愈昏話亮園長(zhǎng)邊砍單向板搬拉版盈繪親敵剩眠重標(biāo)準(zhǔn)層念柱子自重計(jì)算葉：已40園0×壯40然0鞠柱子自刺重容窄臭神倦字怠搏階粉膜刷忌籃郊置鼻抖濟(jì)外粉驟刷塔挑棵右始良徒300×30惜0用柱子自筆重耽狠花少昏孤覺(jué)粉刷表奮逼饞估蛋搞墾外粉繩刷身流頑電漢正籃盲剛劇塑標(biāo)準(zhǔn)層莊墻自重計(jì)算綢察30肌0按墻自腎重?zé)熋摅H閱很飛塵幫絨鋤誤20鼓0武墻自勤重宵醉弟忠繞逐筆福鴉夠旁背高10寄0襯隔墻自農(nóng)重叨勝貝君歡肯?；牧砝杵吹缸闱倚镣鈮Ψ蹌h刷初循式喇笨廟鋼嫁請(qǐng)內(nèi)墻粉辰刷柿取烘昂安回婦牧玻璃幕墻自逃重禮雹企送窮媽鉤叼菌女兒墻自脖重庸瘡塵近抹洗翠蜜窗洞重量么婦撲馳巾球旨縱門洞重量吃疏禍影頌亦服體鋁合金窗自罪重捐各沫共補(bǔ)就頓花舊鋁合金門自鵝重痕醒狡悉稅敘斥盟倚職木門自湯重怖罪鮮咽芳急他而忘底層柱子自重知40稠0×登40邪0檔柱子自毯重招經(jīng)很博泰細(xì)靜鍬榜瞎眾梢300×30曠0舞柱子自漠重椅康咸撒村述奶森拾譽(yù)絞恒慮載標(biāo)準(zhǔn)值：金偵獅拌踏1畜區(qū)妙熟底層沿480旦0堡像翅2夾區(qū)瞇疑底可層輕2160春涂望蒸粒但屢被二層煙名4800砌顛銜焰挽二法層額籃1970保償堆披度泡塊頁(yè)三糠層翅止4750吊側(cè)敗嘆雖啟三層患1150暖3.旺2袍活荷載計(jì)算雙向板1甩屋塞頂從吉清練競(jìng)承倒房牙峰短腰邊由陸屑漏勤栗有跌始長(zhǎng)邊堅(jiān)櫻抬避絞普通辦公層室丙帖夫恐亮嶼韻接短辮邊廳皺端指訂預(yù)災(zāi)省垂誤長(zhǎng)邊羨鴨扎疏逐檔案安室菊印準(zhǔn)悶軋籮衰新太愛(ài)短爬邊依壘亭癢錦臨唉放懇指長(zhǎng)邊丘揮稍卷雙向板2型屋頂臨尋膨香陳揪株椅瘡刷仁短漸邊密黎什億鋼偵匹傷鏈長(zhǎng)邊輕令剩該樓必面玩說(shuō)憤徹養(yǎng)豆志貪捉廢菊扔索短和邊愈關(guān)旦皂掘秒民沈辨忠鼻長(zhǎng)邊宿貌旅宏愧雙向難板斯3旨屋面護(hù)緣戲呀稍淺甩航橡煤短糾邊廳紡寇抱瓶益種稅匆巡長(zhǎng)邊訴萍很繭樓漁面林駱候訪器祖跟隸乎孫短祥邊枝蜂刃蜂四已鈴恩分長(zhǎng)邊喉牙類近課雙向板4附屋面拉蔬母滾灶斷豎嗎右置來(lái)短寨邊社遲荷紛兄盟糕吵溜恨宋長(zhǎng)邊鄰夢(mèng)粉田袋續(xù)樓江面毫嶄迎州緒配誰(shuí)患置侍雞無(wú)短竟邊槍抗赤視匹娃世年汽攔長(zhǎng)邊裹墓豬雙向板5紐屋面恨降計(jì)亂盼儲(chǔ)盞竄伶姿鵝短螞邊窯艷唇妙揚(yáng)拉燦順教吉長(zhǎng)邊篇展墻液乖樓面向睛奔坡屯珍金貪勝悠償敵短么邊熄謹(jǐn)罩唉順答沈銳捐鋒長(zhǎng)邊稍緊遠(yuǎn)廁雙向板6編屋膏面遷磁令格統(tǒng)右節(jié)喬棒盯涌短無(wú)邊爆講念放偷箭遺證靈痕絡(luò)長(zhǎng)邊他損稅輔呆霉勞樓面腳社用籠洽貓脾宇沿灌短蛋邊策偷四融悉培炊汗斬值長(zhǎng)邊皂或勉佩捕蜜單向板下屋面妹甘削彈固奇孝瑞逢呀異骨樓之面映毯度融倍越耍禾阻畫活載重力代表毅值裂（近似按照外癥墻線計(jì)算，樓混面活載按蝶照躬2.5究計(jì)算）顫一區(qū)若：漸吵茂四稱層徑輕院緊研蹤樣岡盞勻二、慰三層班桂則包頭讀二區(qū)威：這滑丸三、卷四盤層僚峰幫敬拉光盡成敘二扔層合寸厭償左3.份3銷雪荷載計(jì)算：聞忙吧碎淋趁攪3.4榴地震荷載計(jì)算御：悄本覺(jué)結(jié)構(gòu)只鞋考慮水平地震華力作用，采用掀底部剪力法計(jì)狼算水平地震力眉作用。怪結(jié)構(gòu)的基本自坦震周期采用經(jīng)壞驗(yàn)公式：腫3.4.1若1督區(qū)砍地震荷載計(jì)算起H=16.8內(nèi),綁橫觸向供B=36.3聚5面，縱修向怪B=12.9吸5懂。慮代入上式橫向婦蓋縱向旺。會(huì)總重力代表值腿為神：咸維瑞,查表得較橫向套共烘有右6寬榀框架卷，由于每榀框工架總剛度不同國(guó)，可先計(jì)算每撿層總地震力，情再分配至各框涌架。姻因幅故可以不考慮顆頂部附加地震耀作用。每榀框庫(kù)架承受作用力虜可按下然式擦分配之咽各熟層節(jié)點(diǎn)處?？福?jì)算見(jiàn)上表拐1皇。駐儉欣沿善皆孝地震力分項(xiàng)配抱1寸海點(diǎn)笑柏表喉1勢(shì)層次酷1把5柱5879史29395切199.12帝33.186隊(duì)2戲8.9厭5879股52323.辜1州354.43茶59.072冤3俱12.8泊5675.5孩72646.姐4判492.1廟82.016腥4繞16.1斤3406.4蝶54843.尊04言371.5桃74.3粉縱向共漂有駐4哲榀框架，每榀蛋框架承受壽地震撲剪力為服：，計(jì)算見(jiàn)表2天伙送怪陶地震力分姐配胞2看客漢池蘭表賽2曠層次叮1思5愿5879夠28395肝49.779點(diǎn)2佳8.9纏5879夫50543.衫1燈88.607騰3拜12.8輔5675.5業(yè)72646.屢4譽(yù)123.02習(xí)4醬16.1掉3406.4幕54843.斤04矮92.875飲3.4.2盛2暢區(qū)乖地震荷載計(jì)算烈H門=16.8載,蒜橫陽(yáng)向或B=普15.7嘆，縱向桐B=16.5咱5陵。飛代入上式橫向騰碗縱向等總重力代表值酬為：份查表得棒橫向框架剛度濾不等，可以先殘計(jì)算每層總地釣震力，再分配能至各框架。崖因馬故可以不考慮沸頂部附加地震柜作用。每榀框搏架承受作用力蹲可按下式分配喬之仁各崇層節(jié)點(diǎn)橫計(jì)算見(jiàn)下表：給模趴器困翼地震力分琴配民3結(jié)具飄粱咱表盆3蜜層次泥1經(jīng)5淚.0充3068.8昂5芒15344.胸2隨113.9漂18.983箏2扛8.9禁2561.9浴1榜22801寬.0戴169.25譯28.209崇3翼12.8法1584.5變20281.制6嫁150.55宅25.092笛4毅16.1鼻1105.4貪17796.滴9慎132.11媽26.421迫縱向共楊有驟4營(yíng)榀框架，每榀撫框架所承受層地震嶺剪力底為椅:分，分配計(jì)算見(jiàn)愚表濁4解。奮4態(tài).陪框架側(cè)移計(jì)算啞取中間一榀框銹架進(jìn)行計(jì)算。酒底層柱趴4.27喚，二、三層柱泰5.47財(cái)，頂層柱獨(dú)6.46撫。邊臺(tái)跨梁注9.65鳴，中跨梁，矮6.25攀，優(yōu)E=3.0帝.誕勺寧刪售招婦水缸黨侄螞表喇4志層次柴1拔5辨.0中3068.8榆5臉15344.廣25裂28.475數(shù)2始8.9娘2561.9題1晉22801軍42.313赤3里12.8半1584.5念20281.墻6茄37.637霧4虹16.1哲1105.4信17796.子94園33.027她框架側(cè)移計(jì)算互用響D傲值法，按下式臉進(jìn)行計(jì)算：拳，衫。型計(jì)算結(jié)果見(jiàn)怨表咱5滲尾撈北丑叼腳框架側(cè)移計(jì)隱算股機(jī)囑裂年冷表侄5堂（抄mm旁）版2.2578守13秘0.6477日06尺0.3979煤51矮15.32棗371.5鞋9.2470六08燦551媽3.7265鞠63演0.7380獅63村0.4534挎66美1.7621氧95掀0.4683懼95映0.6060游5庭16.47霧863.6式7.3941味66改52沫7雅2.9085羅37貿(mào)0.5925委47晚0.7666四87需1.7621訂95授0.4683以95林0.6060百5灘16.47箱1218.0欠3軟5.2425務(wù)65潛74課4恐2.9085座37準(zhǔn)0.5925妥47牽0.7666絲87具1.4896刃91哀0.4268源83突0.7714淡48慢19.50什1417.1蝦5伏1.8596菌81眨177暮4鑄2.4587邊63親0.5514矮45算1.1788雜47忽總側(cè)移植23.743宗42惑737稻層間位移和總罰側(cè)移均滿足要塘求。5.內(nèi)力計(jì)算陳內(nèi)力計(jì)算也四取仰典型的一跨進(jìn)課行計(jì)算。剪5.歷1紫恒載作用下內(nèi)寫力計(jì)算三恒載作用下的床內(nèi)力采用分層琴法。計(jì)算簡(jiǎn)圖蹦見(jiàn)蹦左舞圖。由于荷載曾對(duì)稱，可以取燈一半結(jié)構(gòu)進(jìn)行芒計(jì)算。吳男各層節(jié)點(diǎn)荷載板計(jì)算，荷載圖揀見(jiàn)下頁(yè)。A柱：次梁荷載展頂層：死（撒6.314淺×詠2+穩(wěn)1彼.5彎）直×階5.4呈=76.29雄2續(xù)三層：岸（旨2.12+2古.6皮6督）箏×塘5.05+尾(憂5.207玩×撲2+乎1喉.5貌)觀×士5.4=86折.455血一、二層：新（冰3.705+奪3.0推6仆）餅×臂5.05遇+艦（組5.207閉×穩(wěn)2+捆1道.覽5敏）辰×疤5.4=98參.5默吐裹主梁荷載劃頂層：大（肝2.55+0呈.63愧）潤(rùn)×白6.85+(證0.3+焰3.75)耽×速7.2+4.臣84孫×五7.2=86鋼.476驚三層：祖灶(和7.14地+2.52)該×腹6.85-5墨.175式×鼠2.1+0.基525么×建2.1灰+敲（覆0.3+3.嚇75宮）長(zhǎng)×歐7.2+霜3.944輔×刪7.2=菜105.16弱一、二層炕：盟(欄8.67+3雀.06)趙×關(guān)6.85-5賊.175齒×斤2.1+0.朱525惑×徒2.1攜+焰（躁0.3+3.球7裁5角）肉×此7.2+3.洞944列×齒7.2=12妻7.46A柱節(jié)點(diǎn)荷載右頂某層告:悉76.292蝴+86.47背6剃+2.25遺=16盈5.01喪8隊(duì)三層：篇撓86.455發(fā)+宗105.16蒸+9應(yīng)=罷20最0.615涼體二付層另刻98.5+1鬼27.46協(xié)+9桃=2侵34素.96B柱主梁荷載乏頂層：現(xiàn)（掏3.875+敵4.483+獻(xiàn)3.7廊5蝦）傻×悶7.2=89.77就三層：愁（區(qū)3.994+討3.06+3奔.7境5習(xí)）索×支7.2抱+拌（梁7.14+2聽(tīng).1急2穗）撲×將5.85-5隱.8355墾×弦0.9擦+042羅×搞0.9=13殼4.05崗二層：倘（監(jiān)3.994+奏3.06+3丹.7改5怕）子×扒7.2包+色（冤8.67+2渠.6允4仿）誓×刪5.85-5甲.8355零×救0.9+04村2搭×緒0.9=13消9.08禍魚B蠶柱節(jié)點(diǎn)荷載捕頂層：猴76.29缸2+89.7喘7=166.桐062寸三守層非86.455東+134.0最5+8.6=貫229.10期5汗土一二層疤98.5+1管39.08+吸10.6=2悄44.18汽5.1.顧2計(jì)頂層幣梁促恒載計(jì)算熱頂層梁受板傳緩遞的梯形孝力。轉(zhuǎn)化為均恩布力買計(jì)算薪，梁自重為均戒布力。固端彎矩為僑5.1.叫3燥三劇層慮梁僅恒載計(jì)算債三首層梁受板傳遞蒼的梯形均布力挪。轉(zhuǎn)化為均布助力，梁自重為秤均布力。含固端彎矩為施涼努5.1.倚4蘭一、二層燭梁玉恒載計(jì)算燥一、二層梁受爽板傳遞的梯形頃均布力。轉(zhuǎn)化扔為均布力，梁碑自重為均布力莊。固端彎矩為圖擺彎矩分配序。餅計(jì)算見(jiàn)下：庭a.窯頂層彎矩分配互計(jì)算搶樣賀桐視A饒下疫AB職1/2則BA欲B博下用BC舌-1別CB兇0.4013去0.5987虜0.5014乒0.3361炕0.1625青-36.76師36.76那-2.7攤1.35楚14.751忠22.009賭11.004州-11.3跟-22.6院-15.15伙-7.321謀7.3215戶4.534樂(lè)6.7646嶄3.3823脫-0.848欠-1.696辰-1.137捕-0.55肺0.5495外0.3403芽0.5077攜0.2539確-0.127唯-0.085現(xiàn)-0.041柴0.0412下19.626宰-19.63降26.98今-16.37茶-10.61領(lǐng)9.2622握b.捉三層彎矩分配之計(jì)算鵲A母下陣A棍上繞AB弊1/2限BA杏B崇下夸B旅上贏BC尸-1諒CB灌-48.1挑48.099叛-2.7躁1.35焰0.2535棉0.2996裁0.4469妖0.3904禾0.2214溝0.2617淚0.1265團(tuán)12.192神14.409琴21.498遺10.749差-10.96草-21.92盆-12.43銅-14.69犬-7.102慢7.1024殲2.7783鼻3.2834潔4.8987怎2.4494拔-0.478師-0.956娘-0.542礙-0.641株-0.31偷0.3098蛛0.1212檢0.1432烤0.2137緊0.1069驕-0.021死-0.042參-0.024抄-0.028調(diào)-0.014暴0.0135等0.0053揭0.0062便0.0093雅15.097性17.842側(cè)-32.94朗38.485摘-13唯-15.36農(nóng)-10.13脂8.7757嬌c.狀二層彎矩分配青計(jì)算穗A言下績(jī)A貓上度AB顫1/2食BA競(jìng)B蝕下?lián)螧冊(cè)上須BC振-1鐵CB茶-51.84源51.842后-2.7殲1.35肢0.2657井0.2657牢0.4685爪0.4068龍0.2307芒0.2307省0.1318組13.776斷13.776業(yè)24.29縮12.145思-12.47綢-24.93遷-14.14狗-14.14仙-8.078差8.0776累3.3124酷3.3124慨5.8406幣2.9203劣-0.594賺-1.188雀-0.674支-0.674蒜-0.385供0.3849皂0.1578魄0.1578問(wèn)0.2783篇0.1392畏-0.028保-0.057陪-0.032抱-0.032創(chuàng)-0.018槍0.0183村0.0075摔0.0075喚0.0133懷17.254叨17.254釘-34.51駕40.871鹽-14.85仿-14.85杯-11.18弟9.8309挎d.將一層彎矩分配腸計(jì)算蟻A召下渠A央上激AB披1/2孫BA處B助下飛B夏上扮BC逮-1巡CB律-51.84壘51.842對(duì)-2.7背1.35激0.2535付0.2996港0.4469抗0.3904謀0.2617宋0.2214喇0.1265青13.141既15.53蹤23.171遙11.585復(fù)-11.85西-23.71樓-15.89帝-13.45叨-7.682豈7.6816甚3.0049處3.5512孝5.2983復(fù)2.6491傘-0.517界-1.034叮-0.693厲-0.587梁-0.335走0.3351梅0.1311登0.1549史0.2311檔0.1156桶-0.023奉-0.045蘭-0.03閉-0.026噸-0.015胡0.0146廉0.0057欲0.0068晴0.0101增16.283被19.243蔥-35.53步41.404旺-16.61唉-14.06欄-10.73竹9.3813放突對(duì)各層彎矩進(jìn)哨行組合，并重信新分配。最終嬌彎矩纏見(jiàn)賽表堪6霉。獎(jiǎng)拜屆車顛瓶恒載作用下田彎矩重分周配茂獻(xiàn)樂(lè)宋勢(shì)炮表慶6桶層數(shù)訂A諒下欄A憶上滿AB嘴BA租B稅下因B驚上口BC卡CB主頂層鴉22.492殘——側(cè)-22.49設(shè)28.402妄-18.99歷——掩-9.407飲8.0569皺三層估17.081鴿19.932妙-37.01龜40.523羨-14.91狗-17.23辰-8.39象7.0395臨二層溝19.994隊(duì)18.612魔-38.61交42.618區(qū)-16.7逆-16.35醫(yī)-9.565宗8.2153過(guò)一層侍14.516漿22.907瞇-37.42淘42.387償-14.91做-17.57隙-9.908如8.5584衰祖跨中彎矩計(jì)算懼跨中彎矩取荷見(jiàn)載實(shí)際分布進(jìn)體行計(jì)算再疊加渣上梁端彎矩，踐，紙列表計(jì)算溜見(jiàn)蹦表謙7洪。鞠摔趴盒那塊恒載作用下搬跨中彎矩計(jì)懲算斤暴由稀播表事7奉層次碰頂層任15.5居2.5練-22.49映28.402肅58.004水2.5蘋-9.4跌1爹8.39丟5吐三層詢12.8僑9.4天-37.01捧40.523衛(wèi)75.322偷5半2.5沒(méi)-8.39隙7.37掛8蹤二層越12.8濫10.92駁-38.61站42.618急80.615膀4上2.5承-9.5栗7帥8.55胳3侍一層匪12.8兇10.92勤-37.42核42.387尖80.135挨9蘇2.5田-9.9孫1霜8.89裂6盼躲剪力計(jì)算隱梁柱剪力取隔燕離梁柱按照受裳力平衡進(jìn)行計(jì)羅算，承。系計(jì)算潔見(jiàn)泳表語(yǔ)8途：也絕狂括翼恒載作用下出剪力計(jì)隊(duì)算切適毫碗侮表陡8醋層次伸頂層捷15.128巧2.5蠢-22.49輔28.402誓41.940漸41馬39.750跪79級(jí)2.25燙三層澆19.794自2.5辜-37.01訓(xùn)40.523攔54.094燦36觀52.793蠶24獎(jiǎng)2.25刺二層寸21.334枯2.5皺-38.61想42.618送58.344細(xì)02麥56.859嚇58浙2.25暗一層膨21.334暮2.5固-37.42斧42.387按58.521男61躲56.681口99掩2.25啊螺柱軸力計(jì)算么柱軸力取柱節(jié)山點(diǎn)由受力平衡豪進(jìn)行計(jì)算，斗。誓列表計(jì)算見(jiàn)齒表究9衰。贏拖種異召騰恒載作用下株柱軸力計(jì)歌算啞盆編沈朵表寒9悠層次歡虎幟拌A兔柱節(jié)點(diǎn)荷載踐B錄柱節(jié)點(diǎn)荷載撐A岡柱軸力亭B睡柱軸力索頂層造41.940覽41劫39.750禿79駝2.25死165鄰166越206.94孝04和208.00諒08若三層傾54.094捧36凈52.793鋤24蒸2.25愉200.6擔(dān)229.1施461.63球48軌492.14跌4消二層吳58.344斥02勺56.859渾58夠2.25永235傭244.2易754.97落88墊795.45兔36惜一層井58.521耳61督56.681門99俱2.25厘235醋244.2派1048.5切1098.5壁86菌5.2匙秒活荷載計(jì)算：站活荷載計(jì)算同鼻樣采用分層法刷，計(jì)算簡(jiǎn)圖同前上。同樣取一示半結(jié)構(gòu)計(jì)算，好由于中間跨無(wú)墊活載，故活載蹲可取滿布計(jì)算喉，荷載分布圖房見(jiàn)右。模億丸活載作用下節(jié)在點(diǎn)荷載計(jì)算。繪5.2.1.太1鈔A客柱節(jié)點(diǎn)荷載計(jì)痛算。次梁荷載：頂層：一至三層：主梁荷載：頂層：一至三層：命A蓄柱節(jié)點(diǎn)荷載：石頂層疾：娃7.912+并8.1072紅=16.02兼一至三層閑：科35.646番+36.45甚36煩=73.09蜓96撈5.2.1.亡2過(guò)B疼柱節(jié)點(diǎn)荷載計(jì)抗算。維主梁荷載：訓(xùn)效頂層：一至三層：稼B灣柱節(jié)點(diǎn)荷槽載稈:陰鍵頂層埋：棉7.927+濕11.347獲2=19.2陜742顆一至三層伙：概35.646盆+52.65俗35=88.膏2995閱5.2.疑2野固端彎矩計(jì)算筍懲核頂層：一至三層：裂凱直活載作用下彎顫矩分配磁a剃.票頂層彎矩分配狀計(jì)算蛇A崇下筍AB刻1/2爭(zhēng)BA院B訓(xùn)下慨BC擊-1屑CB盼0.4013唉0.5987百0.5014講0.3361暈0.1625但-3.567怎3.567燙0油0夏1.4314餐2.1356懷1.0678危-1.162引-2.324猶-1.558寒-0.753猾0.753革0.4663隊(duì)0.6957隊(duì)0.3479隙-0.087峰-0.174懇-0.117辦-0.057澆0.0565善0.035店0.0522抬0.0261精-0.013朱-0.009芽-0.004疫0.0042拉1.9327揉-1.933言2.4972聞-1.683躲-0.814腔0.8138婚b趙.茫三層彎矩分配脅計(jì)算呼A含下初A融上芒AB備1/2辦BA洲B隸下亞B壘上析BC判-1匯CB蔥-16.04上16.04饞0碌0竭0.2535布0.2996寬0.4469攪0.3904感0.2214份0.2617得0.1265釘4.0658凱4.8051榮7.1691膝3.5845放-3.831植-7.662驚-4.345飄-5.135干-2.482產(chǎn)2.4824盛0.971生1.1476孩1.7122蝦0.8561床-0.167三-0.334永-0.19窮-0.224慌-0.108戲0.1083眠0.0424督0.0501執(zhí)0.0747剪0.0373押-0.007蕉-0.015瀉-0.008栗-0.01筋-0.005偽0.0047便0.0018段0.0022程0.0033都5.0811暖6.0049犬-11.09鉗12.507柳-4.543列-5.369葬-2.595迫2.5954溝c憂.鎖二層彎矩分配嘴計(jì)算間A膚下且A賺上磁AB島1/2昏BA石B浪下咽B晝上犬BC稿-1執(zhí)CB貧-16.04盯16.04銀0拳0帶0.2657使0.2657份0.4685達(dá)0.4068惰0.2307掠0.2307纖0.1318狀4.2623雕4.2623賊7.5154嗚3.7577變-4.027涉-8.053遷-4.567辦-4.567猴-2.609址2.6093索1.07如1.07容1.8867鬧0.9434通-0.192鄉(xiāng)-0.384辣-0.218獸-0.218透-0.124弓0.1243背0.051魂0.051繭0.0899卸0.045廈5.3857韻5.3857篩-10.77探12.33沫-4.795壩-4.795吵-2.74擠2.7396冠d茫.吹一層彎矩分配俘計(jì)算跳A還下訴A剖上棚AB淺1/2描BA拉B漠下夸B潮上璃BC跌-1化CB勻-16.04園16.04散0虜0嚴(yán)0.2822廟0.2201殼0.4976誼0.4285商0.1896妹0.243前0.1388矛4.5269砍3.531俗7.9821割3.991臨-4.292浪-8.584特-3.797顏-4.868至-2.781箱2.7812廈1.2113頸0.9448征2.1359豆1.0679煉-0.229予-0.458敏-0.202蘿-0.26俘-0.148籠0.1483突0.0646菌0.0504淘0.1139謠0.0569振-0.012截-0.024文-0.011螺-0.014塌-0.008志0.0079載0.0034軌0.0027抄0.0061插5.8063誰(shuí)4.5289譜-10.34產(chǎn)12.09孔-4.011攤-5.142紐-2.937類2.9374斥糊對(duì)各層彎矩進(jìn)期行組合，并重犁新分配。最終嗎彎矩見(jiàn)零表控10甚：詳弱蜻瓜進(jìn)活載作用下茶彎矩重分配結(jié)愉果熔倆認(rèn)香循表壁10騾層數(shù)甲A悟下賤A皂上凈AB臺(tái)BA林B輔下辯B食上醫(yī)BC銅CB藏頂層限2.8908偷——漲-2.891肚3.0065壘-2.61喚——息-0.397加0.3965酷三層備6.1241燒5.7602扁-11.88鉛12.946捕-5.517速-5.192錘-2.238悄2.2383灣二層湯5.8291守6.0132眠-11.84止13.086扇-5.548莫-5.348史-2.19饒2.1902熔一層汽5.1759瘡5.8325做-11.01唇12.457粱-3.602盾-6.217惑-2.638盯2.6383埋榜跨中彎矩計(jì)算帳跨中彎矩購(gòu)?fù)爿d抽彎矩君計(jì)算狼，計(jì)算昂見(jiàn)騰表慚1尺1雖。肺稿振漂型活載作用下館跨中彎矩計(jì)算追滅壩耐純導(dǎo)表腫11護(hù)層次美頂層裂1.8君-2.891唯3.0065道5.9632塞5粗-0.397勒0.397債三層譜8.1暫-11.88墾12.946故26.561加5編-2.238嚇2.238欠二層閣8.1肺-11.84飼13.086占26.471為5池-2.19介2.19祥一層松8.1較-11.01她12.457幅26.371婆-2.638仆2.638潛5.2.見(jiàn)6住剪力計(jì)算脅梁發(fā)剪力測(cè)同恒載剪力圾計(jì)算，計(jì)算棒見(jiàn)抬表沾1目2愉。愁5.2.熟7儀柱軸力計(jì)算司柱軸力同恒載鑄軸力計(jì)算，計(jì)亞算見(jiàn)信表教1歪3缺。攜鈔陵疤才辨活載作用下剪繳力計(jì)譜算詢飛翻繁剃表剪12脾層次披頂層圖1.468明-2.891雹3.0065虹3.9849洲889揭3.9422沙11證三層籃6.6德-11.88塵12.946服18.017盒407擊17.622負(fù)59霧二層墊6.6填-11.84燃13.086緩18.050閘741按17.589殺26哭一層針6.6仍-11.01頑12.457惱18.087兩963督17.552傻04老倘永掃東尋活載作用下軸案力計(jì)住算眨見(jiàn)聚搶暑表兔13滔層次抗A糊柱節(jié)點(diǎn)荷載句B情柱節(jié)點(diǎn)荷載特A糕柱軸力醫(yī)B捉柱軸力值頂層歸3.9849鳥(niǎo)88介3.9422皮11者16.1庫(kù)19.3爛20.084伙99暢23.242范21意三層刷18.017予40收17.622螞59撇73.1希88.3貫111.20閑24測(cè)129.16售48逮二層叢18.050丘74蛋17.589吳26會(huì)73.1陜88.3微202.35額31冷235.05溉41渠一層悼18.087棵96莖17.552仗04柔73.1遮88.3炕293.54款11壽340.90啄61去5.3財(cái)籃地震力計(jì)算。墻5.3.脅1生地震力用反彎肆點(diǎn)法進(jìn)行計(jì)算掛，計(jì)算見(jiàn)社表網(wǎng)1框4濕。英仙速殘調(diào)搶地震作用下柱友彎矩計(jì)思算誕輸遼姨至表竄14潔層數(shù)鏡柱號(hào)慨N冠一層清邊費(fèi)2.257池0.398梨1.7028坡236.2成55.198亮0.45只151.79奔124.2臂中鄉(xiāng)3.726帽0.453泰62.898民0.45望172.97給141.52挑二層音邊筆1.762拔0.606唐2.7455猛203必44.812熱0.45唯96.123肯78.646懇中抹2.908就0.766退56.69綁0.495式111.56爐109.53扯三層降邊跪1.762植0.606爭(zhēng)2.7455勉143.9塵31.773花0.5襲61.957法61.957務(wù)中玩2.908逮0.766物40.194涂0.5袖78.378蟲(chóng)78.378綢四層個(gè)邊詠1.489親0.771謹(jǐn)3.9006丸74.3擋14.695乘0.611下18.864邀29.629皆中好2.458兵1.178喇22.455駛0.55濱33.346凈40.756板5.3.歸2登梁彎矩計(jì)算：據(jù)梁彎矩根據(jù)力旗矩平衡條件按腳照梁剛度比進(jìn)口行分配，列表奧算喘見(jiàn)靜1霧5誓。野弄電議考留地震作用下梁亞彎矩計(jì)美算協(xié)凳霉絨林表仙15肯項(xiàng)目培層數(shù)槐一層鄰151.朝8夕124.2眨220.3儀172.9譜141.5拉2.89乞1.88位4.77瞎153.5避99.48也二層酒96.12逼78.6掩5既140.6隱111.5稠109.5縱2.89憐1.88駝4.77朵114肌.0測(cè)73.87通三層支61.95趙61.95特80.81調(diào)78.37治78.37明2.89也1.88潮4.77黑67.79制43.92科四層籍18.86微29.62艱29.62躺33.34據(jù)40.75紹2.89斬1.88勿4.77攀24.73帶16.02群5.3.翅3狼梁剪力計(jì)算。立梁剪力取隔離折梁段按照受力附平衡進(jìn)行計(jì)算吹，計(jì)算見(jiàn)淋表嘩1硬6純。咽5.3.均4寨柱軸力計(jì)算。吐柱軸力取柱節(jié)抬點(diǎn)由受力平衡問(wèn)進(jìn)行計(jì)算，計(jì)莊算見(jiàn)善表而1井7議。枝由于雪載遠(yuǎn)小彩于活載和地震役荷載，這里不嘗做計(jì)算。擾地震作用下梁狀柱剪力計(jì)仿算懸告薯腳盛僻表玉16屋層次勺一壺層辭220.3光153.5餅69.22什99.48免110.5駕55.198缺62.898思二犯層跌140.6俗114擊.0符47.15臥73.87魂82.08監(jiān)44.812摩56.69登三勿層武80.81究67.79眉27.52督43.92胡48.8轉(zhuǎn)31.773臉40.194脾四露層托29.62恨24.73把10.06貴16.02感17.8曉14.695惠22.455辮乘習(xí)爪境才地震作用下柱肆軸力計(jì)棗算友窩撒故漏聾表暮17鄰層數(shù)桶A膨B謝梁剪力隱A僑柱軸力們B疫C底梁剪力砌B敗柱軸力顛一層瓜69.22保154荒110.5歷105.2券二層雀47.15住84.73悠82.08范63.95卵三層允27.52營(yíng)37.58扁48.8參29.02惑四層贊10.06賽10.06損17.8栗7.74云5.4殿序荷載組合。蕩由于中間跨沒(méi)桐活載，活載只疲有一種布置方幼案，鐘荷載組合按下迫式進(jìn)行：基本組合：偶然組合：陡朝衫基本組合腰5.4.1.春1禮煤彎矩組合按上紅式組合，結(jié)果戶見(jiàn)更表登1郵8蓮。非萌率丘撕叉彎矩基本組合屆值盤學(xué)權(quán)孕卸否表鴿18衰層數(shù)架A臺(tái)下謎A真上糟AB賢BA勇B顯下比B塑上落BC仗頂層簽34.97敢34.41嫁-34.4攔42.55懇-30.5魯-29.獨(dú)3恩-13.聯(lián)3錦86.65榮11.89爆三層森33.54灶31.63則-66.6撐72.83建-29.餐6跡-27.莫9普-14.惹5搞138.9恢13.09榨二層票39.09什35.15倉(cāng)-68.7嚴(yán)75.85晚-32.4禽-30.3竿-1遲6.0薄145.9智14.61雄一層閥13.42咸26.84妖-65.9參74.66篩-12.懼6更-25比.2根-17.閃1餐145.1眼15.7似5.4.1.貝2骨圣剪力組合同上飲，結(jié)果見(jiàn)叢表輩1廚9域。微廚決忽險(xiǎn)待老剪力基本組合窗值塘堤寸用草表憂19媽層數(shù)逆頂層昨62.198桃54傭59.182茫66玩3.0375計(jì)三層刮98.251溪76嘴95.942注5省3.0375聯(lián)二層煤104.03誤55年101.38隊(duì)54皇3.0375稅一層帖104.32趴73貿(mào)101.09刷35圣3.0375窗5.4.1.研3游放軸力組合結(jié)果匹見(jiàn)禁表聲2糠0供。中扇奸右基炕拐軸力基本組合湖值賭怕肝嬌促表柔20歲層數(shù)僻A堤柱軸力倦B景柱軸力幫頂層欲307.48若85絮313.34析02雀三層轟778.89托03李845.22緞52悟二層腰1302.5窯16鳳1402.9丟38范一層贈(zèng)1826.4稻33夸1960.3余59暴潑偶然組合。告5.4.2.烏1穴彎矩組合按照話前面的偶然組漠合公式進(jìn)行組韻合，結(jié)果見(jiàn)兆表靈2污1核、釋表齊22匪：抽右姑地樣震扯作用下組合敘值恒造闊若癥表?xiàng)?1爭(zhēng)層數(shù)價(jià)A另B蔬中頭B割C嚴(yán)中左頂層咐51.89忌67.23秋-67.23肯3.737何19.551應(yīng)28.621瘦-32.35且70吵10.31而三層膀106.5粥104.7欺-156.6甜-31.7妙79.052坐80.679丟-68.51斜97.86顯10.2岔二層咸155.9棍129.7軍-236.2最-89.2救120.14窄118.98掙-108.8鐘95.33呆11.58耕一層禮207.6千182緊-337.9欠-141繁214.74祝163.9粒-142.8忍68.57科12.26厚左縫地震作用下組策合瞎值躍黃犁香贏村表屑22犧層數(shù)央A餐B坊中錄B從C然中詠?lái)攲永?.805羞-9.78街9.7834山68.04劍-67.13釣-77.33渡9.2994租76.36熱10.31民三層襲-55.9浮-56.4緊53.513滑144.5拼-124.7渡-123.1培45.685不114.8顆10.2困二層彩-93.9領(lǐng)-74.8嬸129.34首207.2嫂-169.8蘆-165.7樓83.239倉(cāng)129.9鑰11.58盛一層制-187慚-141飲234.88局257.9戴-234.8裙-204陜115.85架155.4哨12.26宴5.4.2.取2但軸力組合同上潤(rùn)，結(jié)果見(jiàn)表跟2門3投。侍地震作用下軸淋力組勻合撞巧葵票顫表使23部層數(shù)封A綠柱軸力奏B潑柱軸力片頂層慈273.45海75聯(lián)273.60惹83夾三層跑669.53放72負(fù)705.79地77席二層毀1137.5族35任1178.7牢12凍一層廈1634.5俊25遣1659.6擴(kuò)06嫌6順斗配筋計(jì)算。暴混凝土強(qiáng)暮度侵C30寇激粒銅鋼筋強(qiáng)遠(yuǎn)度產(chǎn)HR桑B235縱誠(chéng)攀頃HRB335殲剛庫(kù)6.1踏醋框架柱規(guī)配筋計(jì)算駐址娃柱彎矩設(shè)計(jì)值壯計(jì)算鳥(niǎo)地震作用下彎該矩設(shè)計(jì)值降按槳下式計(jì)算：瞞，偷每柱取上下兩憲截面作為控制誤截面。同一節(jié)間點(diǎn)左右梁端，仿按順時(shí)針和逆咽時(shí)針計(jì)算的梁涂端考慮地震作蕉用組合的彎矩輛設(shè)計(jì)值之和的僵較大值，按照狠彈性分析的考點(diǎn)慮地震作用組咱合所得的彎矩全進(jìn)行分配疊。查計(jì)算見(jiàn)海表揀2薄4赴、仆表行2腿5躬。超6.1.湯2餡柱剪力設(shè)計(jì)值孝計(jì)算騰地震作用下柱違剪力設(shè)計(jì)值按更下式計(jì)算：鄰，計(jì)算結(jié)果見(jiàn)確表無(wú)2錯(cuò)6坦?？郃我柱燥彎矩設(shè)計(jì)值計(jì)銷算蕉怨衣英夢(mèng)表孔24淘層數(shù)爬梁端地震組合橡彎矩肆柱端彈性計(jì)算訴彎矩瀉柱端彎矩設(shè)計(jì)唉值過(guò)4孤-67.23床9.7834罰51.89泛67.23武73.953骨66.661抱1那3直-156.6四53.513刪106.5非104.7捕105.59遲9立104.38徐7袍2足-236.2蝶129.34存155.9夜129.7邁155.43攔3環(huán)142.92籃4洽1蘿-337.9仙234.88島207.6晃182朵228.76算6豬207.6襖B銳柱禾彎矩設(shè)計(jì)值計(jì)揮算到東帆勻厲表閣25岔層數(shù)絮梁端地震組合侄彎矩?cái)刂鶑椥杂?jì)算彎著矩居柱彎矩設(shè)計(jì)值駱4鋤3.737毅-32.35撕68.04定9.2994餃-67.13斯-77.33沖85.073恐34畝80.075披76貍3峰-31.7烤-68.51系144.5鹿45.685務(wù)-124.7軌-123.1嘴129.12勉77漿134.27葵23府2裳-89.2癢-108.8份207.2立83.239健-169.8牙-165.7葛185.21導(dǎo)06拔170.09性59猾1廟-141撥-142.8駕257.9命115.85悉-234.8磚-204墨241.02舉91蝕234.8聲角免視堵蔽寨柱剪力設(shè)計(jì)值逢計(jì)歲算笨糕冰還姥表漠26琴層數(shù)嚼頂層慰73.953美66.661拍1榮3.3染46.871累85.073條34僑80.075次76部55.05魄三層今105.59泳9釘104.38技7怖3.9朱59.227激129.12祖77酬134.27費(fèi)23奉74.292葵二層聰155.43吼3偶142.92妨4怪3.9分84.152禽185.21駝06餓170.09吉59鍬100.21斑一層挨228.76窗6殺207.6貸5蠅96.001極241.02去91凳234.8妄104.68惱運(yùn)搏軸壓比驗(yàn)算底層柱軸壓比＜培柱軸壓比滿足撓要求。屢組健截面尺寸復(fù)核取，，鋪因?yàn)槠蟮冢景l(fā)2麥，遙所以＞畫截面尺寸符合陪要求劍6.1.翻5讀姑正截面受彎承產(chǎn)載力計(jì)算遺柱同一截面分跌別承受正反向婦彎矩，故采用遷對(duì)稱枯配筋。B柱濤從內(nèi)力表可見(jiàn)刺，欠＞負(fù)，為小偏壓。志B籮柱下蔥部控制喉截面內(nèi)力組合漢為：老在彎矩?zé)┯兴胶奢d產(chǎn)碧生的彎矩，柱劃的計(jì)算長(zhǎng)度=20mm礙因?yàn)榕挤?唱5皆，鍛所以＞0.55都采役用童Ⅱ激級(jí)鋼，魔。斗選郊用偶4冷2鉆5覆，實(shí)配俗。測(cè)其他控制截面細(xì)計(jì)算同上，三派、四層柱為大惡偏壓，除底層縣外柱計(jì)算長(zhǎng)度滴取玩，計(jì)算結(jié)果見(jiàn)半表殲2待7金、揮表催2旅8枕。加豈提棚壟B傍柱正截面計(jì)蛛算杯污它喊送斷表妙27戰(zhàn)截面號(hào)酸一層上受一層下?tīng)敹由鲜《酉虑啡龑由厦浫龑酉虏浪膶由蠝y(cè)四層下在(找)室241.02漲9角234.8蘆185.21劍1嬌170.1啟129.13有134.27翠85.073循80.076葛(銹)挪1659.6執(zhí)1滋1659.6性1氏1178.7瞧1巴1178.7響705.8狼705.8委273.61曬273.61棍m友5蜘5既4.875撕4.875嚷4.875分4.875泳4.125逗4.125悲詳㎜尾145.23訓(xùn)3案141.47附9坐157.13物144.31斯182.95饑190.24干310.93巖292.67貞容㎜伯20盤20尺20走20鄭20嶺20冒20館20汪鬼㎜拜165.23熊3努161.47趴9萬(wàn)177.13叔164.31夸202.95糧210.24沸330.93孝312.67英0.6893暢2奴0.6893畫2抵0.9705洪5植0.9706菜1.6209略1.6209灑4.1812和4.1812醫(yī)1考1微1案1痛1催1椒1料1邊1.1699今5黃1.1739臘1.2121憂9典1.2287傲1.1908池1.1842箭1.0838帖1.0887承㎜寫358.31熟3飄354.56棕379.71括4膀366.89爸406.68撒413.97授523.66帥505.39椒0.6460框4薪0.6474元2野0.5585榜9牧0.5591速0.3381畜0.3381齊0.1311砌0.1311敗(串㎜腎)頭1438.8誰(shuí)1384.7跡517.92仇9謎394.2符157.12灰198.69艇215.14其174.75間配筋伴3蠶25理3沙25指3康1匯6栽3鳥(niǎo)1熊6被3英1耐6海3嫁1押6揀3曉1揮6積3箱1并6藍(lán)實(shí)配母(枕㎜索)催1473感1473安603懂603翠603維603胡603粒603馳A叨柱胃正截面計(jì)豆算丈起叼裝弄儉表那28沫截面號(hào)海一層上詢一層下勒二層上炭二層下撇三層上康三層下帝四層上針?biāo)膶酉孪?掩)干228.76摟6船207.6立155.43敵3妥142.92濃105.6俊104.39嚇73.953擁66.661泄(題)畫1634.5襲3嫂1634.5螺3寄1137.5獲4西1137.5拿669.54匙669.54蜂273.46管273.46蔑m釘5李5嬸4.875圣4.875沿4.875巷4.875挎4.125忠4.125據(jù)莊㎜臺(tái)139.95頑9針127.00偽9丘136.64雪125.64淺157.72但155.91紗270.44衫243.77男繭㎜偏20到20修20書20丟20喜20老20斗20數(shù)收㎜短159.95滅9霧147.00易9狹156.64錄145.64令177.72梳175.91矮290.44較263.77芳0.6999丸0.6999齡1.0056揉8授1.0057招1.7086朗1.7086細(xì)4.1835坊4.1835拴1振1胖1砍1口1急1泳1倒1識(shí)1.1782壟4醫(yī)1.1939懇4看1.2472執(zhí)2屑1.2659仆1.2179國(guó)1.2201慈1.0955抗1.1051講㎜擦353.47稱340.52向1蒜360.36濟(jì)5習(xí)349.37累381.44挽379.63頌483.16往456.5討0.6449童9菜0.65謊0.5465溫1幸0.5463盞0.3207奇0.3207肯0.131昆0.131惜(黑㎜包)擾1305.0育9它1120.4昂5閃255.31閥9普154.87撥-8.916練-18.71括125.5堅(jiān)66.574勵(lì)配筋踏3庫(kù)25鐵3嘴22滑3鏈1贏6點(diǎn)3潛1鞭6憂3神1泰6映3態(tài)1章6礙3神1夕6房3衣1們6址實(shí)配聚(侮㎜抵)汗1473啞1140遺603勻603郊603請(qǐng)603帶603致603望允除柱垂直于彎矩碰作用平面的受尼壓承載力計(jì)算一層查表得＞滿足要求糊塵減斜截面受剪承足載力計(jì)算禍B碗軸柱下截面內(nèi)控力組合為立剪跨世比謙下＞霧3牢取蠅3因?yàn)椋妓裕?漁按構(gòu)造配箍筋披，加密區(qū)取妹8@10關(guān)0航，文非加密區(qū)取務(wù)8@目2著00棍，抽底層加瓣密礎(chǔ)75項(xiàng)0皂㎜，二、三層古加總密楚65革0逮㎜，頂層加水密持550動(dòng)㎜臂，采用雙向三禾肢箍竟。慮洽加密區(qū)體積配燦筋率驗(yàn)算：蠶＜赤，滿足要求。值其他控制截面持承剪計(jì)算見(jiàn)辛表閑29選。雀躬織跟天覽看僑行表傷29昨截面旋一顧層佳A返二陡層羅A敲三棋層策A堡四筑層烘A果一隨層硬B恥二簽層規(guī)B槐三尺層歲B議四濤層獸B俱(滅)詠1634.5農(nóng)1137.5歌669.54丙273.46甩1659.6粱1伯1178.7夢(mèng)1錘705.79默8迎273.61武(闖)然96.001牧84.152準(zhǔn)59.227間46.871能104.68探100.21匆74.292放55.05敏686400拾686400庸686400怨686400叼686400遲686400恢686400秩686400胳4.5縮3.4脂3.4沒(méi)2.8遮4.5辟3.4倍3.4酬2.8蓄6.1644深4.6575做4.6575老3.8356椅6.1643前8化4.6575冒3身4.6575雀3攔3.8356蘿-0.152花-0.283柱-0.56默-0.395凝-0.055隸6羞-0.105墳2閉-0.392慚6結(jié)-0.304訴6.2苗責(zé)框架梁配筋計(jì)喚算臂6.2.寧1抗剪力設(shè)計(jì)值計(jì)退算尼結(jié)構(gòu)剪力設(shè)計(jì)扁值應(yīng)按下式計(jì)工算知B初C村跨取左右震坑時(shí)寄B夢(mèng)C敞梁左彎矩組合耕計(jì)算，列表計(jì)福算如下：鉛A往B臺(tái)梁剪力計(jì)算些拴醒扣橫遙表塞30堡層數(shù)偉地震作用下梁噴彎矩組合值漫重力歐荷載烘代表值料剪力數(shù)4采-67.23需3.737梁9.7834援68.04屈17.121鮮1.5燕15.12贈(zèng)43.52愚60.64旗3薯-156.6菠-31.7稅53.513釋144.5鏡43.563登6.6脹19.79創(chuàng)65.47額109.0弄2綱-236.2銅-89.2傭129.34鄙207.2堆74.039遲6.6疑21.33蠅69.63糊143.6罩1玻-337.9濃-141府234.88銹257.9錘108.41河6.6騾21.33標(biāo)69.63中178.0調(diào)BC勵(lì)梁剪力計(jì)算瞞參欲程液奇表插31從層數(shù)下地震作用下組荒合蔥重力唯荷載斬代表值拜剪力情頂層瓣-32.35御9.2994純12.806伶2.5爭(zhēng)6.75額19.556垮三層核-68.51展45.685悔12.681跳2.5付6.75鞏19.431霸二層公-108.8千83.239鷹14.201促2.5駝6.75診20.951丈一層譜-142.8載115.85殿14.972豪2.5奪6.75賺21.722輸每跨梁取三個(gè)穴控制截面進(jìn)行抱計(jì)算，設(shè)計(jì)值扶取各釣組合中最大值犁進(jìn)行計(jì)算梨，梁端彎矩乘丙以瞧0.丹8腸的折減系數(shù)，橫再減去梁剪力膊乘資以玩0.2絲。忠設(shè)計(jì)值趟統(tǒng)計(jì)如下表：版冰戶表歐32謎層數(shù)妖四層孩41.655凱6瓜86.65設(shè)42.304院60.64蘭23.318精8悔11.89倘19.556低三層蝶103.47栽3坑138.9扶93.793情109.0制52.271扔9境13.09兇19.431沫二層味160.22耀6壞145.9態(tài)137.03諷143.6為84.199渠9嗚14.61炎20.951苦一層從234.71升2掏155.4冷170.71勁178.0森111.24讓6塑15.7鹽21.722期京秤正截面受彎承糟載力計(jì)算遺梁佛扒窯優(yōu)=趁0.75亭一臉層紛槽跨中截泰面戴圈縱向鋼筋過(guò)受攜壓區(qū)高度綢≤下0.35固下部實(shí)配您3構(gòu)20駕942興及匆＞陪，滿足要求。諸其他捐截面給計(jì)算黎及配筋逐見(jiàn)下表：創(chuàng)辨班功胃統(tǒng)慕渠表刊33末層數(shù)趣計(jì)算公式僑梁非AB碑梁麗BC臥梁左棉跨中館梁右釋梁左慌跨中珠1遣(聲)肯234.71綱155.4億170.71或111.25惜15.7三0.2277剩0.1508錘0.1656填0.1079我0.0152沈0.2621護(hù)0.1643閥0.1822猶0.1145譜0.0154塞1452.2涼910.25沙1009.8削634.41棗85.061壁327.7欄268.13益327.7糕327.7鏡268.13雖實(shí)配拘3黎2搏5傲（搭1盞473駕）林3企20止（超94君2薪）繩4煎18嘆（甩101瓜7羊）礦3之18童（謝763扔）眉2決14腿（糧30矮8令）朗2敗(尤)含160.23因145.9緣137.03刷84.199壘9職14.61差0.1555油0.1416旺0.133演0.0817薪0.0142賊0.1699盟0.1533帳0.1432撿0.0853獲0.0143蛙941.4制849.53眉793.54新472.86箱79.113列327.7棚268.13矛327.7便327.7吵268.13已實(shí)配腐3展20鄰（雞94括2島）搭3炕20懇（途94誓2情）耕4泊16臣（燥804鐵）雞3護(hù)1愚6際（疤603靈）叛2印14壓（炕30奪8奶）凱3雙(癢)爭(zhēng)103.47弱138.9搏93.793星52.27旦13.09竿0.1004朗0.1348板0.091省0.0507鋼0.0127痛0.106諒0.1453旨0.0956梯0.0521光0.0128若587.44旺805.29吃529.57浮288.53園70.829卵327.7蜜268.13悠327.7剛327.7膠268.13齊實(shí)配百3盡1酸6齊（念60戀3露）竿4艷16撇（在80崇4竟）違3席16菠（稅60惰3舅）蠅2槳16欠（鋤4慰02普）唯2鞠14暴（求30殖8鉤）雀4滾(強(qiáng))壺41.656戰(zhàn)86.65買42.304攜23.318削8括11.89矩0.0404特0.0841媽0.041泊0.0226候0.0115坊0.0413勵(lì)0.0879習(xí)0.0419貝0.0229肥0.0116匯228.67疊487.29柿232.31耀126.82秀64.298付327.7芽268.13撥327.7槽327.7煙268.13通實(shí)配散2菌16溝（個(gè)40森2伶）巴2億18蝴（知50堆9剪）當(dāng)2聽(tīng)16污（駱40脆2奉）深2善16協(xié)（鬧40蕩2菌）助2乏14時(shí)（鑰30瓶8編）內(nèi)骨溝斜截面受剪承剛載力計(jì)算梁AB，＞（符合）=0.668價(jià)選用雙肢箍縣8啞，則士，可得世，訂按照構(gòu)造配箍媽筋計(jì)，漲加密區(qū)賤取沿8@12訂5戶，闖非加密區(qū)取喂8@伍200籃，邊跨加密區(qū)省長(zhǎng)度揮為巖75陽(yáng)0穗㎜，中間跨全繩長(zhǎng)加密。極截面需按構(gòu)造風(fēng)配筋畝,姜其他截面計(jì)算夾見(jiàn)下表：振意傘渴表恒34跪梁段親AB約BC博層數(shù)蛛一層滑二層察三層途四層犧一層竭二層嚴(yán)三層稼四層補(bǔ)178.0野143.6旋109.0橫60.64違21.72搏20.95騾19.43歪19.56扇378.5貞378.5托378.5塞378.5鞠378.5否378.5佩378.5臣378.5庸0.668趨0.428項(xiàng)0.187敗-0.15捎-0.30儉-0.31鋒-0.33隔-0.33窯150.6嘩235.0奇537.2螞-671.基-328熄-318恐-301糧-302跡配箍筋伍按照上述要求猛配置箍筋司6.3摔抵次梁計(jì)算蜘6.3.采1希次梁荷載擔(dān)：哥拴社頂雀層筋絞峽搶樂(lè)厘度其他殿層映米孕挽6.3.畝2炸次梁彎矩計(jì)算家：頂饞層跡祝捆叼臘小辟其他言層鄉(xiāng)淚寶6.3.拿3績(jī)剪力計(jì)算：頂俘層呈讀該蹈償其他笑層落邀遷湖6.3.妄4雙梁正截面受彎健計(jì)算頂層：燦縱向鋼筋受壓夜區(qū)高度續(xù)≤慚0.35界下部實(shí)際配鞭筋君3衣16雷603刃旬＞舌0.2%其他層≤0.35逐下部實(shí)際配板筋躺2飲18+1忠16灘710.1鳥(niǎo)災(zāi)＞歌0.2%兇6.3.宮5油斜截面受剪承古載力計(jì)算截面驗(yàn)算＞程截面符合要求介。淋承載力計(jì)算：?jiǎn)逃捎诤辏緫c不用計(jì)算配箍垃筋布，只需按照構(gòu)名造配筋盒區(qū)雙肢箍址8@250刻。坡6.4生傭樓板配筋計(jì)算象樓板配筋計(jì)算羅取一區(qū)計(jì)算，永結(jié)構(gòu)布置圖見(jiàn)還下頁(yè)，樓板按擺照彈性理論計(jì)尚算捧，連A疏區(qū)格板兩邊簡(jiǎn)鳥(niǎo)支歐，妖B庭、傻D陜區(qū)格板三邊簡(jiǎn)聾支張，霞C勤、更E婚板為單向板，獸兩邊固定。添6.謊4葛.濫1掛雙向板荷載計(jì)銅算興頂層犯：悉期拋頓準(zhǔn)盈其他費(fèi)層渡灣妻漁方6.型4疾.沫2膚荷載調(diào)整享頂精層嗓發(fā)雕其他無(wú)層抱顛砍休雙向板形彎矩最計(jì)算，列表見(jiàn)奶下：巡蹤墾戒囑踐兇義表膛35檢層數(shù)京頂層犯其他層止區(qū)格耀A雀D廳B挨A庸D放B張3.6棚2.7駱3.6柿3.6稍2.7觸3.6謠5.4復(fù)5.4酬5.4昏5.4遇5.4源5.4腿0.667陽(yáng)0.5夠0.667胞0.667面0.5握0.667班X獵方向恒載系數(shù)芹0.046肺0.041釘0.037葉0.046域0.041商0.037痕Y癥方向恒載系數(shù)挺0.019請(qǐng)0.009扁0.012蜻0.019右0.009按0.012豐X棵方向副活繭載系數(shù)嗓0.072反0.072痕0.072閘0.072涂0.072事0.072溜Y俊方向景活帖載系數(shù)妨0.027卸0.027辰0.027針0.027緩0.027眾0.027榨跨朵中潔3.986咱2.022敬3.251布5.525我2.874司4.745鳳3.622戲1.879強(qiáng)2.4照4.947裝3.096拾3.649深4.71牙2.398欲3.731拾6.515煎3.494掏5.475湖4.419童2.283麻3.05蔽6.052償3.671愁4.598李支座姑X商方向系數(shù)瞎0.104陜0.084宏0.079石0.104塞0.084系0.079舟Y染方向系數(shù)張0.078時(shí)0.057鋪0.057雅0.078息0.057斬0.057茶8.735便3.969鑰6.692薄11.12孔5.054丟8.522飯6.54斑2.701暑4.827昂8.329偽3.44構(gòu)6.147科6.譯4賠.屢4法單向板彎矩計(jì)吧算案單向板按照隔兩端固定三計(jì)算龍，荷載按滿布抵計(jì)算雕：琴然頂鋒層路鬧黑晉其他劇層撫平斬對(duì)于支座彎矩烈不平衡的，牛最大值雁進(jìn)行計(jì)算。廳計(jì)算結(jié)果合列表如下：晝(爛)頌澇塑勞屬究齊魚表陣36奇支座琴A值—并B庭B窩—糧D惹D犯—推E蠅B喉—姨E酬A壞—合C儀B戲—刷C螞D違—糧C序E--C衫頂層蘇8.735桂6.多6摔92網(wǎng)3.969講6.692留6.54辣4.827墻2.70蠶1.758豪其他些11.12晝8.522恰5.054轉(zhuǎn)8.522膝8.329狂6.147賽3.44吹2.373醒6.菜4穗.走5炮板配筋計(jì)算夕取截面有效高槽度搜可近似取蘇計(jì)算鋼筋截面牙積，計(jì)算遺見(jiàn)偵表詞3槽7撫～鋒表傾4懇0賞。增有變納命嶼陵神遼表景37難截面探A翠區(qū)格騰B氏區(qū)格沸D凳區(qū)格岔C希、套E事區(qū)礙X樸方向奸Y塞方向壁X測(cè)方向熔Y袖方向縫X洪方向倍Y早方向解跨中昌m醫(yī)4.71蒸4.419武3.731簽3.05攜2.398亞2.283息0.879岔h嚴(yán)80圓70趴80語(yǔ)70概80判70離80清A緣295.1仁316.4祥233.8資218.4掛150.2正163.48某55.07齒實(shí)配萬(wàn)8@170靈8圖@150析8@200瀉6@130碼6@180澆6@170頂6@200量A菠296號(hào)3浮35句252柄218望157劃166益141教板頂層支座截耀面配筋計(jì)算神側(cè)席飲畝表員38蓬截面斜A君—座B命B絲—糠D尺D雄—訴E別B暴—頭E治A創(chuàng)—磁C缸B罩—德C羨m沃8.735蒸6.692舅3.969石6.692舌6.54惕4.827創(chuàng)h膠80怠80粉80變80忌80首80攀A恭547.3線419.3歲248.7脆419.3衛(wèi)409.77郵302.5酷實(shí)配汪10倍@1長(zhǎng)40物8@1姐20斯8@竊200懇8@1咳20壺8@1有20紙8@員160呼A蠢561驚419把252振419來(lái)419增314慣截面諸D光—粘C幅E--C畫A估—妹A柜B你—剪B誓C呈—槐C晌D步—男D料m廈2.70弄1.758劑8.735同6.692傻—怨3.969集h方80攻80漿80荷80堵—籮80孔A葡169.17層110.15行547.3遲419.3貴—臭248.7途實(shí)配燦8@嫩200沿8@淋20貫0巾10籠@1踐40奴8@1育20歲8@嬸200椅8@恭200互A眉252罷252填561狼419嫂252慚252堅(jiān)板其他層跨中姜截面配筋計(jì)算帽罵堅(jiān)