學士三層框架教學樓結構設計計算書

畢業(yè)設計題目一榀框架計算書班級土木工程2006級高本學生姓名孟凡龍昆指導老老師勝盯驚娃無兆非移201隙1煮.軍5暖摘要辯本工程為械濟南貓某綜合鼠教學樓貧樓，主體害三層，鋼筋混哨凝土框架結構搖。梁板柱均為顛現(xiàn)澆，建筑面見積約為忌30糖00牛m探2柱，寬言35反米，長杠為吉6易0觸米，建筑方案頁確定潛。建筑分類為漂乙類公共類建徹筑，二類場地凍，抗震等級三宰級。.目錄HYPERLINK\l"_Toc202097476"鹽第一章艦鋤框架結構設計廣任務書脹極1HYPERLINK\l"_Toc202097477"犧1.1弟工程概況理鑒1HYPERLINK\l"_Toc202097478"芹1.2腫設計資料賢照2HYPERLINK\l"_Toc202097479"脈1.3輝設計內容公翻2HYPERLINK\l"_Toc202097483"舌第二章鹽貨框架結構布置叼及結構計算圖番確定椒映2HYPERLINK\l"_Toc202097484"才2.1奴梁柱界面確定覆蛛2HYPERLINK\l"_Toc202097485"島2.2形結構計算簡圖彼解2HYPERLINK\l"_Toc202097487"陜第三章必薪荷載計算悔遷5HYPERLINK\l"_Toc202097488"山3.1栗恒荷載計算：晚詳5HYPERLINK\l"_Toc202097489"核教屋面框架梁線姓荷載標準值和窯5HYPERLINK\l"_Toc202097490"欣殊樓面框架梁線秤荷載標準值特脆5HYPERLINK\l"_Toc202097491"酒3.1.擋3及屋面框架節(jié)點吸集中荷載標準伍值摧利6釣HYPERL賽INK\l開"_Toc振202097桿491"且祥3.1.桿4飼樓面框架節(jié)點難集中荷載標準隆值蓮然7備HYPERL待INK\l嶺"_Toc址202097削491"尖小3.1.范5筒恒荷載作用下迅結構計算簡圖堤禾8HYPERLINK\l"_Toc202097492"嚷3.2嶺活荷載標準值醉計算虧即9HYPERLINK\l"_Toc202097493"斃期屋面框架梁線袍荷載標準值黎獅9HYPERLINK\l"_Toc202097494"邪咐樓面框架梁線英荷載標準值焰亞9HYPERLINK\l"_Toc202097495"屑速屋面框架節(jié)點隊集中荷載標準果值賊繩9HYPERLINK\l"_Toc202097496"牌奇樓面框架節(jié)點第集中荷載標準鋼值懷芹10HYPERLINK\l"_Toc202097497"告壩活荷載作用下敵的結構計算簡產圖尿丈10種HYPERL原INK\l卵"_Toc書202097巴492"李笛3.籠3蘆風荷載計算令判11HYPERLINK\l"_Toc202097499"碌第四章餐響結構內力計算凱涼15HYPERLINK\l"_Toc202097500"榜4.1阻恒荷載作用下蓄的內力計算碑命15HYPERLINK\l"_Toc202097504"烤4.2耐活荷載作用下銀的內力計算左停25HYPERLINK\l"_Toc202097508"轎4.3制風荷載作用下影內力計算夢涂33HYPERLINK\l"_Toc202097519"徹第五章倉恐內力組合摘藏34HYPERLINK\l"_Toc202097520"于5.1扣框架橫梁內力腥組合兇嘉38HYPERLINK\l"_Toc202097528"絮5.2遇席柱內力組合凈送46HYPERLINK\l"_Toc202097536"寇第六章責磁配成筋謙計算槐腎60HYPERLINK\l"_Toc202097520"亭6天.1耗梁配筋計算述截60蝴HYPERL略INK\l經"_Toc硬202097豬528"脈籍6纏.2禮購柱配筋計算獲去7吹5HYPERLINK\l"_Toc202097520"榨6玻.擁3狐陳樓梯率配筋計算籃枝80喊HYPERL變INK\l助"_Toc罰202097還528"干杏6庫.揮4焦魂基礎悲配筋計算評倒84HYPERLINK\l"_Toc202097536"疾第七章矩視電算結果準室8番0HYPERLINK\l"_Toc202097520"產7奪.1始結構電算步驟素絲8溝6快HYPERL餅INK\l雄"_Toc揉202097留528"晌樣7旱.2增鐵結構電算結果門喪8桃7HYPERLINK\l"_Toc202097537"退參考文獻象系1偷1要2舌一恢艷耐框架結構設計橫任務書餐1.1調陽工程概況：狐本工程為濟南丸某綜合教學樓磁樓，主體三層車，鋼筋混凝土朽框架結構。梁扣板柱均為現(xiàn)澆寄，建筑面積約乏為血3000晴m涌2里，宋寬變3拋5賽米，長概為癥6笨0帖米，建筑方案獵確定。建筑分俘類為乙類公共胸類建筑，二類蛙場地，抗震等渣級三級。圖1螞1.2衛(wèi)設計資料值1劇）氣象條件：鏡基本風寨壓堡0.45米KN/m今2厭顛硬2泡）抗震設防：朝慮涂設防烈喝度妹6介度啦估茅3戶）屋面做法：屢誘4掙0禮厚偵C2煮0短鋼砼鏟記值錫一層油氈隔離帽層逮焦4豐0僅厚擠塑聚苯板稠保溫層齡游1表5南厚高分子防水炕卷材駝昨2者0拉厚土1:互3釋水泥砂漿找平飽1:佳6業(yè)水泥焦陶渣隔2概%握找坡層，最薄頸處認3踏0劃厚無味12疊0錢厚現(xiàn)澆鋼筋混協(xié)凝土板隨冠4茄）樓面做法：涂扎8~1朝3餓厚鋪地磚面層滴睛10翠0錯厚鋼筋砼樓板吉漢刺蔬粉底個鴉僻嚴底層混凝土強燈度等級勸為互C3驗0早，其余各層名為次C2永5霉，縱文筋窄2剪級，箍稈筋和1劫級。棋1.3誼設計內容際發(fā)1)浮確定梁柱截面裙尺寸及框架計泰算簡圖譽焦2)冰荷載計算英3)煤框架縱橫向側管移計算；維4)全框架在水平及吩豎向力作用下餐的內力分析；械5)行內力組合及截辰面設計；所6)薯節(jié)點驗算。倦二轟高柱框架結構布置壺及結構計算簡經圖確定競2.1蛋梁柱截面的確奧定畫柱春：英b×h=50哈0mm×50鏡0mm懷升握景梁蹦（屈B糧C椅跨）懸=L/12=策6300/1況2=525m釘m弄夸跪取忠h=600m拿m笛，首b=300m窄m芹曠用枝梁覺（聞C求E逃、嘉E恒F露跨）學=L/12=橡5400/1傭2=450m以m固排取堤h=500m習m念，繁b=300m頃m劣縱娛梁翻=L/12=曲8000/1窮2=666.唱7mm劉濤莖鍛取割h=700m部m禽，產b=300m拘m亮現(xiàn)澆板厚繡取墓h=100m桶m陸2.2趟滅結構計算簡圖反基礎頂面離室撒外地面持為私600m覽m宅，由此可知底脅層標高愚為全6.2策m樓。讀結構計算簡圖扛如下：儀邊跨梁取湖I=1.5I酷0備,略中跨梁取啦I=2I摟0秤（脫I奏0謠為不考慮樓板場翼緣作用的梁陣截面慣性矩）紅。攏注：圖中數(shù)字鄉(xiāng)為線剛度，單棄位爺：恥×10悄-4掉Em裝3圖2EF跨梁：灣i=1.麻5俘（賽Ec×0.3個×0.5暖3市）斬/肚（蜻12×4.產5當）濟=10.4×毅10昨-4個EcCE跨梁：割i=照2垂（棋Ec×0.3逝×0.5閱3處）怠/影（聯(lián)12×5.穴4休）潔=11.6×林10轉-4電EcBC跨梁：幸i=1.剛5禽（介Ec×0.3完×0.6咐3幫）肆/組（株12×6.溪3遣）澇=12.9×湯10鼠-4閱Ec上層柱：缸i=頃（濃Ec×0.5從×0.5凝3及）盛/福（延12×3.看6撤）禽=14.5×便10腔-4橫Ec底層柱：嘉i罰=深（盤Ec×0.6捧×0.6謹3款）閉/囑（電12×6.紐2火）圖=17.4×少10芹-4激Ec般三揀撤鹿荷載計算觸3.1勾睡恒載標準值計墨算蠟碑飄1悶）脖屋面框架梁線丟荷載標準值稀4斤0引厚環(huán)C2碎0零鋼門砼犯棟凡刊征撞0.律04×25=韻1KN/M恒2壞尖多一層油氈隔離永層灑盤均冬里市抄0.0休5KN/M掛2能4項0球厚擠塑聚苯板替保溫商層場沈廁緞顫0.04×0柔.5=0.0仔2KN/M隨2阻騙1床5濫厚高分子防水錄卷物材散色個花作仔0再.04KN/尤M撥2宰2高0少厚焰1:火3斯水泥砂漿找旋平藏揪曠霧愈0.02含×20=0.宗4KN/M森2雁1框:撥6享水泥焦謹渣升2零%評找坡層，最薄產處院3項0摩厚蔑(0.0聽3+0.16顏5)/2×1觀4=1.36晴5KN/M雅2筋伙12待0揀厚現(xiàn)澆鋼筋混馬凝土拐板旦瓦巨測務0.12鳴×25=3京KN/M枝2湊質哲屋面荷載合計累：符邀堡續(xù)宅甜絕騾柜5.875K爹N/M累2腐朵邊跨伯（蘿E張F盯）框架梁自襲重僅眨0.3×0.拼5×25=3碼.75甲KN/M哲曬雹梁兩側粉刷越：繭2栽×怖（伐0.5÷0.咽1衛(wèi)2氏）扣×0.02×撐17=0.2較584KN傘/M猴合計貪：念4.0084挨KN/M垃邊跨鴉（孕B寺C屯）框架梁自鄙重桑來0.3×0斬.6×25=浸4.5相KN/M解急擔梁兩側粉刷搶：叢2菊×課（搞0.6÷0.睛1行2習）葵×0.02×兔17=0.3推264KN粉/M揚合計指：啊4.8264描KN/M也中跨員（岔C味E禽）框架梁自狀重籠珍0.3×0忍.5×25=釀3.75K讀N/M有做梁兩側粉刷炸：距2沿×莫（丘0.5÷0.貨1博2蜘）禾×0.02×萍17=0.2購584KN煤/M臉合計匹：掛4.0084幟KN/M姓因此作用在頂論層框架梁上的棕線荷載為：難g郵6EF1枕=沾g賠6CF1翼=4.008預4KN/M蚊g稅6BC1陽=4.826盾4KN/M做g礙6EF2彎=附g圾6CF2唇=蘇g類6BC2豬=5.875晶×4.0=2遞3.5KN/錢M陸2唇）周樓面框架梁線蝴荷載標準值橋8~1排3遙厚鋪地磚面佩層抗翅尺罰脂賞0.6KN富/M虜2賓2達0蜓厚境1:漿2杰水泥砂漿結合扒層蠅它慮0采.02×20核=0.4KN輔/M帝2問10淺0諸厚鋼筋砼樓拘板慧悼也疏刪0.1×2稀5=2.5K蔽N/M像2扛1哈5鮮厚紙筋石灰抹罷底哭上退癥0.0旺15逝×以16=0.2既4KN/M矛2閃泥預樓面荷載合計爺：魯適翻貌悠摩3.7閥4KN/M鴉2摸斑口邊跨偵（糠E學F磨）框架梁自蜻重質恥0.3×0.游5×25=3讀.75僅KN/M辨芽陡梁兩側粉刷攀：年2擇×鞠（間0.5÷0.巴1再）吧×0.02×飯17=0.2序72KN/M菜合計治：竟4.022賄KN/M山邊跨芹（扎B肌C簽）框架梁自顧重吼自0.3×0貧.6×25=爬4.5災KN/M電菊催梁兩側粉刷搭：呢2清×海（毒0.6÷0.羽1哀）瓜×0.02×榆17=0.3啦264KN須/M缺合計召：欠4.84橫KN/M制排中跨友（曉C躬E顫）框架梁自桶重盒素0.3×0.汗5×25=3裁.75曉KN/M展由兆梁兩側粉刷葬：嶄2柏×西（按0.5÷0.魯1邀）戶×0.02×少17=0.2黎72KN/M菠合計香：逆4.022苦KN/M韻邊跨填充墻自冬重舟：避慢0.24禽×枯（陜3.6-0.絞6援）語×14=10忌.08田KN/M喚臘源墻面粉刷漲：酸追體笛曾（湊3.6-0.卷6佩）顛×0.02×泊20=1.2恩KN/M斃死象亮疑追兆京數(shù)11.28蘭KN/M舌暈因此作用在中缺間層框架梁上郊的線荷載為：遼騎g名EF1集=忠g膛CF1耍=4.022簽KN/M猾g雕BC1容=4.84+喊11.28=膊16.12初KN/M另g膝EF2桌=籍g栗CF2斤=您g搏BC2啊=3.74×諸4.0=14圣.96KN途/M蜓大3葵）屋面框架結滑點集中荷載標域準值偵絡F勞軸執(zhí)節(jié)點集中荷載裙邊柱連系梁自燒重電：詞0.3×0.暴7×8×25午=42KN奏慚邊柱連系梁粉萬刷廊：品0.02貿×貌（菠0.7-0.震1窩2例）牽×2×8.0鴨×17=3.鞭155KN況1.5甲M禾女兒墻自重搏：綢1.5×8.遵0×0.12跟×14=20遍.16KN草女兒墻粉刷宜：終2×1.5×娛8.0×0.舞02×17=將8.16KN挑框架梁傳來屋豬面自重久：影0.5×4.桂0×0.5×奧4.0×5.弱875=23綢.5KN窯次梁自重飼：丸0.3×0.彈5×4.5×航25=16.鞏875KN梨維作用在次梁上驕的屋面自重蘆：染0.5穗×任（測4.5+4.共5-嘩4糾）龜×2×5.8尾75=29.拆375KN雨謀劑框架梁傳來次啄梁自重率：丹0.5剛×容（窩16.875向+29.37時5洲）沿=23.12聾5KN宮央釀快頂飄層勇F涂軸節(jié)點集中荷壩載踩：撥G梳6F窗=120.1小KN賢悶E掠軸哭節(jié)點集中荷載斬僚E框軸框架梁自重呼及粉刷己：串45.155夜KN詳淹正框架梁傳來屋動面自重疲：咱0.5×4×逗0.5×4×豈2×5.87趴5=47KN喬耕抱框架梁傳來次噸梁自重查：師0.5×16躲.875輸+蛋（紹0.3×0.酬5×5.4×脅2炸5拳）油×0.5=1奪8.56KN扁販頂悔層宗E雜軸節(jié)點集中荷午載菌：看G浸6E跑=110.7征2KN派恐C星軸粒節(jié)點集中荷載謎仁C迅軸框架梁自重椅及粉刷齡：進45.155矩KN克腿棕框架梁傳來屋夢面自重怎：體0.5×4×箏0.5×4×洪2×5.87膝5=47KN抽云鑒框架梁傳來次克梁自重：豆（冬0.3×0.貓5×5.4×針25+0.3波×0.5×6者.3×2伯5幸）扎×0.5=2痛1.94KN徒對頂乖層突C依軸節(jié)點集中荷員載消：具G災6C閑=114.1夢0KN終通B地軸滑節(jié)點集中荷載符悠B頁軸框架梁自重超及粉刷貍：蝦45.155誤KN授1.5至M瞎女兒墻自重及旦粉刷拒：表28.32K嗎N階框架梁傳來屋贊面自重扣：壇0.5×4.察0×0.5×簽4.0×5.程875=23稻.5KN漲次梁自重燦：擺0.3×0.競5×6.3×有25=23.畫625KN磨作用在次梁上哭的屋面自重腰：汁0.5曉×隆（險6.3+6.診3-蓮4汽）鋼×2×5.8病75=50.撫53KN軟查姥框架梁傳來次慕梁自重韻：蓋0.5妖×注（幕23.625豆+50.5評3捐）師=37.08衡KN而謙貨掌頂彩層理B漏軸節(jié)點集中荷隊載駐：序G揚6B促=134.0成6KN植4技）樓面框架節(jié)戲點集中荷載標西準值陰坑F遍軸框架梁自重光及粉刷：氧45.155丹KN顧源殿窗自重郵：限2×2.7×倘2.8×0.轉45=6.8驕04KN脫窗下墻體自重飾：愿0.24辜×誠（君8異-磁0.企5缺）磨×市（俯3.6-2.買8竄）木×14=20例.16KN泥粉刷妙：謙2×0.02囑×7.5×0令.8×17=形4.08KN建窗邊墻體自重壓：葵0.24止×筑（口8-0.5-案2×2.葡7演）賽×2.8×1芝4=19.7債6KN棋粉刷賺：拳2×0.02把×城（趙8-0.5-黑2×2.司7框）膜×2.8×1寸7=4.00叔KN譜框架梁傳來樓程面自重長：盛0.5×4×芽0.5×4×始3.74=1葵4.96KN筍次梁自重：功16.875惕KN振作用在次梁上忠的樓面自重汪：跡0.5華×討（仰4.5+4.播5-好4仿）描×2×3.7東4=18.7聲KN休框架梁傳來次伏梁自重約：薪0.5州×感（卷16.875丟+18.藏7途）蛙=17.79脅KN富框架柱子自重扭：攪0.5×0.勁5×3.6×玻25=22.到5KN愧蒙錄粉刷便：法[0.5×2咳+式（畝0.5-0.便2喚4撤）灘×2]×0.搏02×3.6朝×17=1.鹿86KN尚斧帝2~睛6針層線F歡軸結點集中荷斬載：廈G裝F怪=157.0滾7KN莖E塘軸框架梁自重狹及粉刷：攝45.155萬KN鴿框架梁傳來樓播面板自重氧：灣2×0.5×上4×0.5×謹4×3.74球=29.92慢KN竟次梁自重案：蜓0.3×0.鑰5×5.4×撲25+0.3速×0.5×4嫌.5×25=眉37.125牛KN逐作用在次梁上脫的樓面自重語：惠[0.5隸×蹈（寄4.5+4.嫩5-舍4壁）迷×2+0.5妙×回（止5.4+5.文4-廢4固）沾×2]×3.眠74=44.看132KN可框架梁傳來次越梁自重幟：筍0.5擋×兩（殖37.125蘿+44.13影2嚴）木=40.63宗KN弊蛛句框架柱自重及碼粉刷膝：由22.5炮+塘（鑒0.5-0.拿2宮4默）革×0.02×摧4×3.6×巖17=23.岔77KN幕諒2~荒6委層面E拍軸結點集中荷本載：厲G縮E棄=139.4似8KN翠C濟軸框架梁自重原及粉刷：集45.155特KN倆內縱墻自重：驕（銜8-0.市5才）稀×餐（東3.6-0.魚7弱）聞×0.24×截14=73.續(xù)08KN漠粉刷：蕉（殖8-0.灌5臘）?！料铮?.6-0.玻7菊）頃×0.02×驟17×2=1曲4.79KN瀉扣除門洞重承：番2×1.0×方2.1抵×速（拖0.24×1療4+0.02鵝×17×膏2努）嚷=16.96宣8KN輪門自重顛：蜜2×1.0×嘗2.1×0.設2=0.84屢KN世框架梁傳來樓所面自重酷：者2×0.5×歪4×0.5×把4×3.74潮=29.92騎KN鏡次梁自重洋：秒0.3×0.斜5×5.4×康25+0.5摘×0.3×6滴.3×25=蒸43.875叫KN現(xiàn)作用在次梁上饅的樓面自重忙：挎[0.5不×鍵（乘6.3+6.每3-繼4不）谷×2+0.5迷×漂（脾5.4+5.璃4-來4括）究×2]×3.可74=57.很596KN遭框架梁傳來次虛梁自重生：貞0.5膚×脫（束43.875運+57.59參6義）霜=50.73渾6KN戶吩善框架柱自重及狗粉刷尚：濤22.5晶+姜（卷0.5-0.巴2帝4辟）堵×0.02×輸4×3.6×糊17=23.扮77KN納李2~榆6心層疤C項軸結點集中荷投載：絞G濟C啟=221.3簡3KN項B晶軸框架梁自重封及粉刷：妄45.155大KN么窗自重閱：升2×2.7×稈2.8×0.司45=6.8頑04KN味窗下墻體自重行：晴0.24私×其（虹8淚-奧0.卡5凱）字×夕（暮3.6-2.睬8祥）洽×14=20轉.16KN弱粉刷集：等2×0.02按×7.5×0蔥.8×17=付4.08KN恒窗邊墻體自重斤：賄0.24裂×夫（縣8-0.5-只2×2.暢7獵）艘×2.8×1遣4=19.7度6KN記粉刷眼：監(jiān)2×0.02寶×廈（營8-0.5-苦2×2.姐7妨）菜×2.8×1雹7=4.00緒KN陣框架梁傳來樓伶面自重冷：逮0.5×4×閘0.5×4×料3.74=1惱4.96KN櫻次梁自重顫：帆0.3×0.槐5×6.3×洪25=23.好625KN棵作用在次梁上讀的樓面自重詞：瓦0.5偷×弟（睬6.3+6.倒3-遇4溫）這×2×3.7渴4=34.1忘64KN鉤框架梁傳來次授梁自重嶄：安0.5攜×旬（弊16.875每+34.16匹4式）母=24.52些KN滿框架柱子自重口：謠0.5×0.注5×3.6×煉25=22.添5KN墻貸們粉刷半：秧[0.5×2御+猾（濕0.5-0.辯2倡4暴）性×2]×0.倆02×3.6嚇×17=1.昆86KN救您桌2~執(zhí)6他層樂B釋軸結點集中荷勞載：賊G皇B叮=163.8旦0KN厚5代）恒荷載作用火下的結構計算奮簡圖圖3耽3.2夸銀活載標準值計擋算晚1?。坌瘴菝婵蚣芰壕€潮荷載標準值俱p圍6EF郊=惡p外6CE委=匹p臥6BC蜜=2.5×疾4.0=10卡KN/M看2窮）食維樓面框架梁線取荷載標準值禮p爸EF和=腰p班CE特=集p偵BC文=2.0×但4.0=8.跨0KN/M柱3晨）甘鞏屋面框架節(jié)點姜集中荷載標準界值F軸銜由框架梁傳來正的屋面荷載咱：沉0.5×4.潛0×0.5×孟4.0×2.貨5=10KN先由框架梁傳來兆次梁荷載斥：禾0.5謠×壽（域4.5+4.百5-嘗4智）增×2×2.5弓=12.5K藝N薪P烏6F右=輕20+12.腰5=22.5困KNE軸睡由框架梁傳來榜的屋面荷載冰：島0.5×4.戶0×0.5×倦4.0×2.伴5×2=20煩KN車由框架梁傳來玻次梁荷載漿：濱[0.5堂×麗（視4.5+4.蛋5-容4喉）軟×2+0.5蘋×設（變5.4+5.她4-拉4叮）肢×2]×屋2.5=29溜.5KN狡P勵6E糧=墨20+29.鈔5=49.5壇KNC軸住由框架梁傳來架的屋面荷載逢：陪0.5×4.稻0×0.5×爐4.0×2.柿5×2=20視KN里由框架梁傳來俯次梁荷載穗：巖[0.5撐×康（戀6.3+6.表3-銷4失）濾×2+0.5臘×贊（盛5.4+5.像4-庭4地）評×2]×制2.5=38言.5KN矮P德6C練=鞏20+38.滔5=58.5宴KNB軸榆由框架梁傳來揚的屋面荷載贏：裙0.5×4.撒0×0.5×愚4.0×2.期5=10KN峰由框架梁傳來蓮次梁荷載朱：盲0.5紡×脫（算6.3+6.蘋3-既4臺）葬×2×2.5油=21.5K贈N線P喪6B襯=匆10+21.哄5=31.5葬KN生4虧）夜哭樓面框架節(jié)點守集中荷載標準昆值F軸集由框架梁傳來呀的屋面荷載暴：櫻0.5×4.她0×0.5×集4.0×2.舞0=8KN泉由框架梁傳來輪次梁荷載離：些0.5摔×可（睛4.5+4.核5-恰4緒）搜×2×2.0講=10KN忌P它F固=摸8+10=1薯8.0KNE軸么由框架梁傳來例的屋面荷載娛：插0.5×4.綁0×0.5×盾4.0×2.逆0×2=16聯(lián).0KN大由框架梁傳來度次梁荷載妥：誤[0.5狠×端（衛(wèi)4.5+4.灣5-服4松）年×2+0.5昂×葛（悉5.4+5.餅4-艙4歷）欺×2]×針2.0=23晝.6KN濾P崇E素=兩16+23.屯6=39.6意KNC軸迷由框架梁傳來肥的屋面荷載匆：肅0.5×4.何0×0.5×淹4.0×2.妹0×2=16多KN塔由框架梁傳來片次梁荷載更：澡[0.5身×乖（付6.3+6.姜3-砌4戀）輪×2+0.5驟×榆（頌5.4+5.盲4-挖4褲）程×2]×式2.0=30擴.8KN裝P黑C孔=賞16+30.渠8=46.8絲KNB軸胸由框架梁傳來旋的屋面荷載潛：帥0.5×4.泳0×0.5×豪4.0×2.哭0=8KN臭由框架梁傳來片次梁荷載摟：凈0.5祝×位（據(jù)6.3+6.質3-刑4釋）懸×2×2.0雀=17.2K泊N浪P扮B胞=擠8+17.2截=25.2K潔N撲5沿）活荷載作用鄰下的結構計算餐簡圖圖4頓3.3肥勿風荷載計算賤風壓標準值計萄算公式初為閉飛鄉(xiāng)w歐k捆=塘β毒z脅μ蜻s怕μ言z絞w稼0要確倆架漏（隊4-伯1喉）堪w紡k蒸——灘風荷載標準值浪w衰0露——鳴基本風壓紅μ妹s挽——美風荷載體型系紹數(shù)價μ針z凍——裙風荷載變化系鐵數(shù)希β識z用——眾Z輪高度處的風振起系數(shù)浩w久0策=0.4廢5糖，因結構高健度貌H=24.2稼m包〈天30米m梳，可見取哲β載z食=性1.和0友；對于矩形平得面溉μ性S洋=1.3艷μ鋒z表礦可查《建筑結領構荷載規(guī)范》豐知場地類別款為渠C盾類。將風荷載熟換算成作用于出框架每層節(jié)點示上的集中荷載途。蔽A自為一榀框架各撤層節(jié)點的受風蘆面積，計算過介程予如杠表他4-吊1捎，結算結果如胳圖鵲5世。睛表騎4-2叛南橫向風荷載計濾算孕退建特險層次薄β懼z擋μ烈s俗z(m)下μ柳z牙w菊0圾(梁k紀N/m緩2紅)社A(m積2治)巨P加w咽(施k攀N)擦6下1.0非1.3源23.6蘆0.888意0.45掉26.4武13.71故5丹1.0節(jié)1.3連20.0秧0.84林0.45分28.8左14.15疾4枕1.0袖1.3子16.4漲0.81業(yè)0.45做28.8剝13.65陶3滔1.0湊1.3曉12.8貨0.74找0.45嗓28.8亂12.47垮2偷1.0辮1.3配9.2他0.74暈0.45蘆28.8記12.47施1派1.0寇1.3救5.6火0.74荒0.45話36.8帥15.93圖5棋1飽）賊沙風荷載作用下孝位移計算柱Kc值無表年4-2渠沙榴柱爆K之c喊值計朱算晴劃西勞體芽班層數(shù)扭截面匆（傲m羊2國）憑混凝土嫁強度等級劫慣性矩堵I沃c慢（田m伙4?。┪梗ü~m危3旱）妻(新KNm)見2糕~柱6托0.竿5賀×0.記5豐C拌25嘩5.21坑×10借-3肉1.45日×10海-3城40.6檢×10鵲3礦1叮0.6×0.奇6佩C怖3張0項10.8×1播0滔-3姜1.93狡×10斃-3叛57.9酒×10殲3侍柱狼K沈b偷值柿中框架梁或I=2.0I梅0良污瞇邊框架梁礎I=1.5I襪0萍超蠅K對b稻=EI活b酒/L國4-京2高E榆F界跨梁望：例I崇b秧=1.5×0如.3×0.5姥3河篩/靜12=4.7掛×10霉-3己m棗4標B匪C棟跨梁浸：拐I盾b潛=1.5×0付.3×0.6既3輕津/選12=8.1阻×10襪-3駝m丙4堡C甚E英跨梁錯：勾I香b扯=2×0.3哀×0.5陸3烏樂/聾12=6.2畫5×10勾-3消m施4叨E駁F蜜跨梁輪（炎4.5屋m鋪）錯：披K徐b汪=31.3×股10懸3湖KMm畝B殖C巖跨梁爸（籃6.3熔m閥）孟：叫K魂b禿=38.6×從10淹3滿KMm吵C擱E迅跨梁港（冶5.4世m(xù)橡）鉤：據(jù)K瘡b蛋=34.7×談10怪3反KMmK值及的值息居破一般鹿層夸緒恩K恨=低（謹i潑1揭+i綱2狗+i幟3咱+i艦4口）懼/2規(guī)i艱c警尼滲補4悲-3芳=K站/毫（冰2+奉K漲）承替娛撞黨4-4悄閉齊社D=喬12系×i介c油/h2補箭固乖免4-5芝首挨層抄欠饞K婦=助（東i和1湖+i佳2著）偉/繪i浪c鉤爺浸趕征4-6光于搬肢已=款（詢0.5+披K余）責/萌（夠2+耍K剖）產廉留羊4-7草粥血拋D=12原×i首c籍/h2桐左甲北4著-82~6層睛F貌軸柱元：炸K昨=桑（深10.4+1星0.斗4蚊）甲/2×14.討5=0.72猴態(tài)勤=0.72辦/圓（治2+0.7斤2居）窗=0.26感E屢軸柱耗：呀K欠=?。?1.6+1勿0.4+11民.6+10.分4皇）迷/2×14.嫌5=1.52笑類亦=1.52唐/宮（崖2+1.5儲2足）件=0.43婦C拿軸柱信：雞K伐=穗（發(fā)12.9+1瞎1.6+12傷.9+11.杠6扶）嶼/2×14.襪5=1.69葡思番=1.69棋/救（凱2+1.6山9饑）姻=0.46瘋B糧軸柱較：景K=(12你.9+12.邀9)/2×1支4.5=0.凱89愈錯惰=0.89虎/楚（宏2+0.8即9全）抓=0.31底層：奇F禿軸柱叨：玉K=10.惱4/17.4譜=0.60亂并惠=像（灰0.5+0.眼6郊0騾）莊/匙（袋2+0.6萍0稼）還=0.42創(chuàng)E悼軸柱營：璃K披=莖（仙10.4+1涼1.仔6親）乓/17.4=濫1.26棗論遣=漢（改0.5+1.望2掉6必）萄/定（忘2+1.2竄6智）峽=0.54薄C刃軸柱棉：燥K艙=涂（頑12.9+1器1.竹6較）揪/17.4=迎1.41異偏隸=?。?.5+1.營4洞1額）霸/烏（截2+1.4及1后）擠=0.56畜B文軸柱緊：度K=12.鬼9/17.4繡=0.74指皂戶=懲（蒙0.5+0.度7問4偷）禍/痕（耕2+0.7傅4即）溪=0.45值見表4-3家碧穴吹就=12劇×i凳c呀/h2湊表備4-3禮肉框架柱腰D敬值計經算危找邁燭寫F毫軸坦E里軸但C布軸崗B哭軸刊2~余6晉層狡3.49緩×10與3乳5.77廈×10月3柳6.18憑×10界3乒4.16近×10屋3扶19.6容×10匪3特底層箏2.796首×10計3趕3.595質×10便3貌3.729顆×10踩3臭2.996恰×10碧3仔13.116剪×10充3挪框架結構側移叔計吊算可△佩μ道6庸層櫻：言△伍μ泉=13.71現(xiàn)/19.6溫×10弓3逼=0.699這×10詞-3亦m圖5災層譜：拐△給μ肯=27.86難/19.6濤×10堅3鹿=1.421增×10轉-3菌m瓶4執(zhí)層饞：霉△燭μ扭=41.51烈/19.6處×10偵3愈=2.117拉×10姑-3窯m曾3資層棉：反△房μ頂=53.98竹/19.6善×10伍3義=2.754銅×10猴-3傅m慎2岔層壯：微△甲μ遞=66.45種/19.6或×10膨3倚=3.390冊×10娘-3順m加1華層誘：效△攝μ渡=82.39柴/13.11積6托×10店3仇=6.280鉆×10師-3摸m竊∑△串μ宮=16.66采1析×10爪-3成m邀μ利/h=16.漁661洋×10熔-3盜m瓣/23.6m臟=0.706貼×10籃-3屯m共〈酸1蚊/500滿足要求遞四憑籠亡內力計算案4.1更犬恒荷載作用下容的內力計算漁計算使用分層賄法，中柱的線昆剛度取框架柱花實際線剛度箏的本0.柱9脾倍。1）屋頂層王把梯形荷載化高作等效均布荷劍載暈E繳F脊跨誕：凡咽1扭=0.5×4吹/4.5=0呼.444鴿滾練驟g周'迎6EF但=傷g箱6EF1冤+[1-甩2慢（純1坑）錯2痕+篇（取1地）達3疊]×帽g汁6EF2模=20.30務KN/M槳B介C木跨桿：嶺求1暫=0.5×4腳/6.3=0煎.317帥觀峽訊g壞'累6BC質=估g欠6BC1筑+[1-樸2紋（鳳1蜓）逮2摟+棵（凍1蘇）代3纏]×含g味6BC2靜=24.35耕KN/M娘C壯E搬跨追：黨用1柜=0.5×4波/5.4=0及.370講年屈胡g隸'松6CE煩=餐g環(huán)6CE1居+[1-窄2學（屬1舞）蟲2悔+形（奴1爪）眾3財]×菠g奉6CE2湯=22.26貨KN/M捧各桿的固端彎慈矩鳥讀進M丈6FE易=儉g譜'熄6EF欣×L徐2滾EF肚/12=34燈.26KN閉·數(shù)M斑蠟崗M富6BC壽=剃g灶'陶6BC娘×L耀2會BC先/12=80認.54KN就·粱M蹤賺停M思6CE輕=遲g曠'肥6CE天×L裹2嶼CF矩/12=54暢.09KN侵·任M院彎矩分配法計抵算過程如陵圖城6潮：圖6推頂層彎矩計算獵結果如見圖樂7監(jiān)：圖7棚2梢）斷2滾~勉6抗層：慶把梯形荷載化義作等效均布荷場載等E項F罩跨兆：彎悠1燒=0.5×4搞/4.5=0述.444竊耍刺亭g陡'烤EF托=肅g膊EF1銳+[1-翁2牽（未1行）稈2鮮+全（趁1絕）撥3懼]×暴g跡EF2輛=14.39鼓KN/M灶B伏C陪跨丟：乓盤1抽=0.5×4主/6.3=0格.317潑六呼槍g傭'輝BC蛋=滲g索BC1嘉+[1-王2兔（卵1及）瓶2孫+倚（膜1劉）捐3緒]×希g向BC2歷=28.55并KN/M葵C千E梯跨聯(lián)：勺爪1吳=0.5×4花/5.4=0血.370搞奶談絮g無'垂CE榨=沾g捎CE1等+[1-即2崇（紛1澆）循2嚇+濫（躬1臨）既3窄]×容g部CE2眠=15.64冶KN/M壟各桿的固端彎致矩：效抵戒M叨FE穩(wěn)=妥g隸'必EF科×L寸2蔬EF建/12=24鐵.28KN愁·熔M饅春隆M站BC辜=稈g項'材BC慧×L哀2擺BC錫/12=94杏.43KN走·掛M料語蛾M恩CE焦=煉g睡'悉CE究×L蓋2洗CF歡/12=38巧.01KN鍋·剃M注彎矩分配法計念算過程如反圖略8拐：圖8合2涉~翻6道層彎矩計算結清果如贊圖錯9南：圖93）首層：羅把梯形荷載化企作等效均布荷鳳載溪E暫F萬跨豐：絲率1適=0.5×4陷/4.5=0竟.444似堂陶圾g四'宣EF版=抱g焰EF1浙+[1-趴2支（偵1桌）左2氏+晴（基1正）蔽3水]×虜g巖EF2矩=14.39曲KN/M炭B我C堂跨尿：逆鍋1肺=0.5×4疑/6.3=0叮.317江家傍夫g篩'聽BC餓=桶g溝BC1生+[1-已2兼（帖1越）匆2土+佩（艘1管）歌3野]×徐g庭BC2膝=28.55伴KN/M腥C雨E季跨懼：役鍵1捷=0.5×4鞠/5.4=0踢.370毒墓同旱g劇'萬CE世=唉g步CE1偷+[1-和2閑（偷1育）圓2懇+慚（鞏1筆）柄3倡]×形g在CE2貿=15.64琴KN/M瘦各桿的固端彎惕矩：萌衰莊M占FE目=踢g律'愁EF哄×L弦2脫EF針/12=24永.28KN號·園M圖聞均M松BC局=曲g木'仿BC紡×L雀2麗BC硬/12=94斗.43KN吊·卵M任斑碑M放CE噸=贊g嗓'誠CE?！罫仆2季CF閣/12=38輸.01KN煮·島M霸彎矩分配法計潛算過程如激圖佳1解0前：圖10愿首層彎矩計算瘦結果如杜圖蝕1濤1黑：圖11掩各層彎矩疊加軌并修正，其豎巖向荷載彎矩圖釘如生圖降1禮2央：圖12剪力圖：圖13軸力圖：圖14佛4.2浮進活荷載作用下納的內力計算等冰1猛）高燒荷載簡化際翼釣E嬌F勵跨顏：注倡1礙=0.5×4刻/4.5=0拼.444愛岔直茄P'寫6否EF坦=[1-攝2由（臉1午）鐮2躲+荒（綱1嬌）托3型]×牢p昆6EF吉=6.93嘗KN/M欲建葉迷P'童EF帖=[1-搏2興（運1攪）鋒2子+考（也1卸）拋3姿]×鈔p膀EF養(yǎng)=5.55愉KN/M蓄B創(chuàng)C遲跨門：表售1徹=0.5×4籍/6.3=0鍛.317銹療跪輕P'朗6盟BC暴=[1-蘇2籃（趁1奏）番2柜+哭（橡1羅）湖3間]×屬p句6BC護=8.31K殿N/M舞跟露王P'辟BC釣=[1-桑2格（遼1你）隙2忙+馳（級1趨）諸3迷]×暮p灘BC編=6.65崗KN/M肯C挺E越跨岡：夫休1快=0.5×4曉/5.4=0淘.370路掙隱勝P畝'料6酬CE很=[1-栗2戀（臣1凈）關2襲+妨（刮1翠）困3薯]×外p獲6CE初=7.77K灣N/M菠遲籠渾P弦'始CE透=[1-門2掉（孩1旺）搖2維+于（胸1很）彈3積]×聽p膽CE矮=6.21K炒N/M浴2雀）毅笑各桿的固端彎前矩：本幅積M苦6EF灌=砌P貢'亦6EF誕×L脅2逐EF歉/12=11卸.69KN昏·休M國崖?lián)QM館EF抖=史P編'屯EF魂×L臘2午EF應/12=9.飯37KN座·羊M線剛跑M律6BC厭=摩P位'就6BC怨×L連2妻BC半/12=27截.49KN間·醬M佳摸唐M昂BC雞=港P讀'探BC臥×L腹2狹BC蘇/12=21蔽.99KN鍛·令M擔殿武丸M稍6CE劇=焰P枯'狹6CE話×L笛2捏CE蒙/12=18背.88KN謙·悔M鍵氣狂M足CE慮=除P殘'好CE態(tài)×L焦2譯CE燥/12=15話.09KN錫·勾M沈雞3醬）默愚頂層彎矩計算演彎矩分配法計內算過程：籠彎矩計算結果獲：擇4葉）割育2柳～學6難層彎矩計算亂饒頸彎矩分配法計例算過程：坑彎矩計算結果虹：侮5窗）右槐底層彎矩計算享彎矩分配法計谷算過程：絲彎矩計算結果叉：扛6游）遺蔬各層彎矩疊加房并修正，其活否荷載彎矩、剪雜力、軸力圖借活荷載作用下口的彎矩圖：圖15岸活荷載作用趟下忠B稠C玩框架梁剪睜力尾邊忘泉層數(shù)岡q到l季ql/2幫∑烏M/L智V兔左乏V亞右感6訪8.31籃6.3皆26.18槽2.18絹24悟28.36賴5遞6.65祝6.3領20.95越0.90搜20.05控21.85幫4醬6.65唇6.3扣20.95置0.98粥19.97搞21.93訪3做6.65查6.3替20.95考0.98扮19.97究21.93伏2各6.65袍6.3偷20.95掘0.99甚19.96急21.94依1燃6.65故6.3雕20.95杜1.06錦19.89隱22.01奴活荷載作用酒下爐C棍E嬸框架梁剪鋼力聲塊肺澆層數(shù)盡q知l盜ql/2請∑佛M/L伐V旗左岔V隔右疑6忘7.77農5.4屑20.98貴-1.39瘡22.37晨15.59羨5柿6.21購5.4野16.77趴-0.70錫17.47口16.07歸4拆6.21負5.4隊16.77摘-0.74灰17.51當16.03烤3膝6.21犯5.4容16.77聞-0.74們17.51尤16.03勤2怒6.21易5.4霸16.77擇-0.74劑17.51雄16.03法1秀6.21裕5.4滔16.77研-0.74慘17.51嶼16.03冰活荷載作用待下桌E絡F冠框架梁剪博力雅輕懲摟層數(shù)哀Q文l計ql/2呼∑青M/L凳V燙左跳V看右郵6唯6.93揚4.5閑15.59揀-1.52令17.11個14.07瞎5姓5.55娘4.5顛12.49福-0.85千13.34晚11.64吃4哪5.55抓4.5陷12.49打-0.92范13.41延11.57草3肢5.55顫4.5照12.49挪-0.92介13.41錢11.57形2館5.55例4.5蔑12.49打-0.92哈13.41宿11.57俱1免5.55盆4.5四12.49華-0.94湖13.43趟11.55帶活荷載作用下化剪力圖：圖16曠活荷載作用下什軸力圖：圖17杠4.3尖釣風荷載作用下戒的內力計算幕1己）畢者荷載作用下的段結構計算簡圖拔如啄圖稍5禮。內力計算采粘用鹽D蝕值法，計算過就程見宣表遲4-船4吊，其中由《混祖凝土結構（中餓冊）》中附雖表掠10-意3晶，附億表嫁10-娃4響查字得既y1=y2=度y3=慶0此，自即咳y=y蓋0泥。內力計算如持表鹽4-袋4規(guī)，饞表纏4-聞5廉，辟表泡4-票6街，常表塔4-染7槐?？蚣軓澗貓D辰、剪力圖、霜軸力圖見臟圖耗1存8芽～旁2總0奇。內表辜4-4雹核框架柱剪力標引準值計算表止層數(shù)胖（雹Σ慶F卡）轟柱號擦=i塵b焰/2i靜c喊c笛=乓/(2+遣)梁D炎欠′齡i=沿c×協(xié)i勢c萬Vi集=D綱誠′走×皇Σ謹F樣/崇Σ拒D炮題′送i割（心K張N票）賽6栗（迫13.71K戚N爽）手B周6靜0.889超0.308踩0.045補2.91處C至6折1.689奶0.458姓0.066防4.27期E板6吉1.517車0.431繳0.063飼4.07倘F彼6駛0.717廢0.264嘴0.038涌2.46皇5炒（環(huán)27.86之N徑）些B裹5晚0.889季0.308記0.045聚5.92敲C叉5婚1.689籍0.458求0.066左8.67刮E積5紫1.517厲0.431已0.063申8.28梯F濟5贊0.717蝶0.264妖0.038擔4.99婚4吧（未41.51K覆N傳）恐B希4這0.889就0.308梯0.045沃8.81盤C繩4羨1.689芹0.458想0.066立12.92把E務4夜1.517吐0.431誤0.063懲12.34妄F尤4格0.717峽0.264靈0.038雖7.44倒3股（今53.98K蹄N妹）霉B租3蠟0.889瞎0.308堵0.045選11.46暴C錄3圍1.689榨0.458號0.066車16.81忙E肯3擺1.517陪0.431轎0.063路16.04嘉F毫3負0.717壞0.264構0.038僵9.68辭2喘（況66.45K椅M祥）岔B戒2奉0.889籠0.308枝0.045赤14.10察C迎2吃1.689該0.458痕0.066器20.69局E軍2譽1.517撤0.431則0.063求19.75墊F訴2鍋0.717專0.264眉0.038盯11.91奪1黎（笑82.38K鬧N扯）廣B丙1患0.741當0.453朱0.079午18.92揭C烤1現(xiàn)1.408己0.559顛0.097莫23.23挖E廊1棟1.264蠢0.540漆0.094繳22.51貫F摧1弓0.598減0.423終0.074骨17.72姓注唇：墻1億層鞭=淺Σ蹄i貝b/涉i辱c架，劇c優(yōu)=亡(坦0.5+驟)/(2+醉)臥。程2區(qū)）瓦必框架柱反彎點倒高度計算蹈表被4-5凍交風荷載內力計艇算如團表然盒雁厲溫層數(shù)米B瓣軸丙C償軸牌y吉0蓮h云（淚l-y卡0燃）寬h牛M尊上利M皂下孝y溉0亦h令（挨l-y右0碑）拉h(huán)如M吳上看M杠下決6撕1.24畫2.36晉6.87志3.61紙1.38伍2.22搏9.48膀5.89副5商1.44數(shù)2.16喬12.79裳8.52密1.56佳2.04勿17.69默13.53讓4趣1.62益1.98齊17.44惰14.27煎1.62址1.98傷25.58潛20.93蠅3鐵1.62艦1.98普22.69徑18.57腥1.74幸1.86思31.27內29.45竟2就1.8喉1.8瘋25.38罩25.38澤1.8招1.8罵37.24務37.24拘1眾4.21趟1.99抽37.65壽79.65父3.78妥2.42他56.22沙87.81脫表肝4-6麗嶺荷載內力計算錯如根表衫淡思祥謠層數(shù)禮E士軸知F指軸兩y廁0書h萬（暢l-y霧0妙）曠h赴M糞上高M做下逗y負0殼h遇（昌l-y填0更）巧h覆M騰上恩M開下鄭6恭1.35絡2.25泛9.16罷5.49咳1.08貴2.52膀6.20牢2.66要5蓋1.53爭2.07畜17.14舟12.67開1.44秧2.16淹10.78揀7.19臥4律1.62喚1.98埋24.43臘19.99用1.47須2.13墳15.85缺10.94帆3慣1.71燭1.89趴30.32術27.43拆1.62槳1.89屢18.30臉15.68勁2世1.8卷1.8妻35.55膛35.55雁1.8碼1.8綠21.44貫21.44性1居3.64扔2.56曾56.63漸81.94六4.35捐1.85酒32.78跡77.08背表亂4-7映情風荷載作用下萬的剪力和軸牽力染打霸層數(shù)普BC輕B屠軸椒CE照C念軸亦E披軸旁EF冤F鞠軸妨V補（擁k個N鼓）傲N舉（蹲k歌N娛）跌V白（宵k辦N芳）塞N致（山k坦N室）薪N弓（衰k鋪N詢）病V盼（也k沃N窗）驕N越（落k輛N犧）性6液1.88洲1.88掛1.73彼0.15漲1.68涌3.41凝3.41米5晌4.57桶6.45鍋4.28菜0.44根2.76茅5.36乞8.77創(chuàng)4乏7.39申13.84員7.05氏0.78佩4.73雞9.02抱17.79耍3朋10.23濫24.07聞9.49灘1.52紀7.02總11.78辛29.57意2濁12.55貧36.62晶12.00棵2.07趕9.88赤14.86郵44.43綢1裝17.82巷54.44學17.19迎2.70日14.42致21.73細66.16嗚風荷載作用下乓彎矩圖圖18土風荷載作用下弱剪力圖圖19貞風荷載作用下紡軸力圖圖20林五快灑酸內力組合墾下根據(jù)以上內力選計算結果，即身可進行框架各怨梁柱各控制截著面上的內力組繁合，其中梁的和控制截面為梁僑端柱邊及跨中泥。柱每層有兩盜個控制截面，叛柱底和柱頂。琴睬內力組合彎矩我公式如下：俘①罷M=1.2舟M諸G武宗+1.4M動Q銅素弱業(yè)償（抵5恒-淘1改）來②喝M=1.2壤M氧G砍+1.4M斑W撫豆希蝦似菌攏（染5銅-尤2唇）訂鎮(zhèn)③鞋M=1.2蹦M寬G歐+0.9×1平.4×(M陶Q暴+M利W爽)眾塌每（埋5戒-金3底）凡偉④承M=1.35餅M詢G狡+1.4×0困.7×M帽Q歪褲茶強使斗（鞠5芳-件4劫）刑內力組合剪力進公式如下：資①揪V=1.2澇V獎G裁+1.4孩V腥Q農銷技春俱購（幕5擱-刃5嫂）字②浙V=1.2V伏G洽+1.4V淘W帶牧狗宗扛嶺（川5雨-廳6及）煙③蒸V=1.2麻V車G嘉+0.9×1醉.4×(V但Q長+V傷W候)圖樓改故（賽5市-暖7茶）濫④包V=1.35輔V突G兼+1.4×0繡.7×V蘿Q合籍鴉明源哪尼（碎5權-怕8暗）崇內力組合軸力怪公式如下：允①醫(yī)N=1.2燦N簡G簡+1.4償N構Q咱砌獻抱緞船（窄5因-枕9抹）協(xié)②程N=1.2N別G袋+1.4N飼W哪鮮陽碑灣匆（化5傾-綿10核）巖③敞N=1.2鎖N帶G宵+0.9×1瞧.4×(N新Q牛+N延W位)光戰(zhàn)役（濟5直-嶼11擔）章④閘N=1.35弄N劇G壞+1.4×0光.7×N敲Q敗暑面忘須投談（喊5死-餅1離2妙）垮5.1胳框架橫梁內力夾組合牛表狡5-1度6戚層框架橫梁內涂力組合封層壞次嘴截鐮面蛋恒荷載頁活荷載北風荷載羽可變荷載效優(yōu)應摘宗及右糖永久荷載效應恰內力組合值蚊M報max鈔跨中滑M曾max算M扭G勿M痰Q輝M練W迫①桐M=1.2照M塔G刪+1.4念M戰(zhàn)Q把②桌M=1.2埋M易G轟+1.4M井W晃③蘆M=1.2玻M老G蓄+0.9×1雨.4×(M削Q懼+M脆W看)奶④泛M=1.35牙M酬G脾+1.4×0慨.7×M爐Q祖支華座穿B好50.10懷16.34慘6.87鑄83.00扯69.74陰89.36渣83.65濟89.36成C搖88.93充30.06涂4.99丈148.8賄113.70奔150.88幕149.51映150.88藥C眉67.10安23.67純4.49味113.66殲86.81棚116.0雹103.72貌116.0鳳E偶45.40壟16.19康4.83更77.15等61.24泳80.97為77.16云80.97她E蛾43.14趟14.55每4.33當72.14不57.83哥75.56即72.50憑75.56話F慘20.26滑7.73折6.20姿35.13旬32.99篩41.86悄34.93顫41.86醒跨求中粥BC風56.39糊18.03精92.91沙93.80團93.80召CE守24.33炎8.39俯40.94和41.07里41.07橡EF真20.51光6.40激33.57炸33.96階33.96泳支聽座傷V抵G規(guī)V永Q壇V敵W脂①勞V=1.2糾V脊G避+1.4禽V奸Q尋②駁V=1.2V膛G魚+1.4V努W極③宿V=1.2輔V順G圈+0.9×1性.4×(V采Q灌+V培W落)軍④驕V=1.35亦V極G趁+1.4×0吉.7×V貪Q卡V脆max燦B巡71.7激24.00加1.88斥119.64瓦88.67疏118.65管120.32抵120.32亦C然81.7么28.36歷1.88續(xù)137.74抱100.67揮136.14悉138.09吧138.09察C惜62.6盲22.37懲1.73摧106.44柿77.54顏105.49持106.43楚106.44鑒E籌57.6烏15.59甘1.73孕90.75綿71.54微90.94木93.04贏93.04跑E捆50.0嫌17.11到3.41匪83.95惑64.77名85.86閥84.27魄84.27抗F昆41.4鳴14.07挺3.41惑68.98故54.06紗71.31嗚69.68錫69.68酬表戶5-2假5仿層框架橫梁內淚力組合驗層牽次初截聞面吊恒荷浮載雜活荷載贊風荷載畢可變荷載效嗚應唯記及免仇永久荷載效應盜內力組合值遞M板max礎跨中奮M肉max秩M決G服M拳Q液M濁W史①泉②姐③處④黨支緒座感B鋸77.76撫18.44繪16.40言119菠.13陜116.27崗137.21慶123.05原137.21渠C譽98.83性24.08抓12.42薯152.31抄139.46航164.59討154.08灰164.59張C膝51.47家17.11襲11.16未85.72循77.39疊107.68驟86.25卷107.68鹽E展29.73誦13.35慧11.93陪54.37非52.38粥67.53刮53.22疑67.53爭E畜27.97偵11.18臉10.70斥49.22怕48.54翅61.13齡48.72添61.13贊F武19.79聯(lián)7.35霧13.44路34.038頂42.56躺49.94識33.92遇49.94約跨闖中曲BC粒60.22惑11.73沙88.69專92.79排92.79盆CE爪15.28蜓7.41勞28.71玉27.89例28.71蚊EF汪13.74巷4.78厚23.18綢23.23換23.23睡支足座盡V永G膏V帥Q爹V預W堂①量②芽③懶④姨V質max資B汗87.9棍20.05春4.57藍133.55失111.88晨136.50潑138.31嫁138.31祖C節(jié)92.0怨21.85摘4.57熊140.99各116.80桐143.69降145.61蓬145.61婦C假44.3穩(wěn)17.47鎮(zhèn)4.28右77.62飄59.15容80.57攜76.93犧80.57郊E糖40.1鏟16.07傍4.28奧70.62搏54.11狹73.76毫69.88定73.76侵E尸32.4圓13.34通5.38愚57.56要46.41畫62.47泰56.81地62.47素F馬32.4廊11.64蕩5.38式55.18刮46.41牧60.33植55.15燙60.33負表防5-3渡叢4幼層框架橫梁內圖力組合胸層掉次加截濕面握恒荷下載蝦活荷載妨風荷載炒可變荷載效宵應別夠及那駛永久荷載效應扶內力組合值叮M婚max叛跨中釘M潑max耍M編G胖M倘Q句M就W渡①路②撒③獻④廁支帶座見B異76.68鑼17.66欠25.96際116.74談128.36呈146.98蚊120.82陣146.98頑C區(qū)97.01蟲23.84慌20.59暖149.80障145.24倚172.39養(yǎng)154.33梢172.39牛C囑51.31召17.32秀18.52銳85.82自87.5示106.73峰86.24小106.73繡E企29.52哭13.34岸19.56捎54.1肆62.81畝76.88壩52.93面76.88聞E任28.06枯11.2治17.54眾49.35海63.49抬69.88忘48.86毒69.88哄F屑18.84題7.08軍23.04扮32.52腎54.86吹60.56腔32.37腫60.56松跨葵中服BC敏60.22蹈12.24爽89.4請93.29珠93.29織CE頓15.28紀7.31查28.57補32.62結32.62悄EF赴13.74用4.91幟23.35還23.36航23.36雁支威座送V膜G破V象Q文V瘦W鈔①醋②聽③民④耐V情max譜B奏87.4東19.97鎖7.38名132.84隆115.21懼139.34圓137.56抗139.34廊C業(yè)92.4糖21.93亦7.38奴141.58識121.21懼147.81執(zhí)146.23燥147.81丸C階44.5曬17.51路7.05搏77.94樓63.27燥83.35店77.23塔83.35造E歸40咽16.03歐7.05叢70.44唯57.87曾77.08倘69.71殼77.08釣E憂33.2守13.41嘩9.02路58.61羊52.47步68.10那57.96挪68.10情F怕31.6艇11.57隨9.02族51.80普50.55作63.86鳥54.00費63.86御表型5-4焦3壺層框架橫梁內嗽力組合碰層未次檔截拒面堡恒荷朝載鐮活荷載邪風荷載轉可變荷載效肚應戴服及斷迷永久荷載效應重內力組合值貪M石max洪跨中喂M渴max寶M頂G悔M座Q盯M宗W懶①趣②擺③棗④涉支叫座瓣B伐76.68膝17.66姥36.96資116.74朱143.76顯160.84瀉120.83拜160.84旋C涌97.01俘23.84鍋27.46耐149.79蝦154.86巧181.05幸154.33授181.05尚C壤51.31欄17.32捕24.72芳92.62繭96.18駕114.54舞86.24踐114.54換E跑29.52分13.34汪26.53燈54.1丘72.57際85.66糟52.93尼85.66乳E蜜28.06駐11.2蘇23.78鳴49.35狗73.62仆77.75格48.86婚77.75達F填18.84橡7.08琴29.24榴32.52倡65.54爺68.37糟32.37漲68.37爹跨限中豪BC急60.22地12.24符89.4昌93.29漠93.29敵CE挺15.28荒7.31眨28.57波27.79待28.57胃EF牧13.74堆4.91肺23.35吧23.36執(zhí)23.36席支功座閱V逆G窮V營Q隙V厲W等①矮②姐③圣④駐V孫max桑B絕87.4次19.97鑒10.23牌132.84做119.20照142.93厘137.56棒142.93曬C在92.4沙21.93領10.23輪141.58星125.20府151.40杏146.22李151.40愿C碑44.5豐17.51絨9.49濫77.94泛66.69循87.42濕77.24旅87.42狹E另40猜16.03尸9.49板70.44系61.29凝80.16童69.71蔑80.16忙E筑33.2載13.41派11.78吵58.61旨56.33泛71.58膀57.96獄71.58淚F盞31.6悉11.57使11.78定51.80遞54.41尋67.34陣54.00茂67.34嚷表薄5-5凡截2回層框架橫梁內交力組合治層母次請截醬面丹恒荷擦載布活荷載販風荷載滲可變荷載效久應喊橋及勾的永久荷載效應帝內力組合值進M驕max肺跨中讀M建max嫂M倚G薯M免Q性M惹W返①愿②成③懇④且支舒座劃B趣76.68蠶17.59唯43.95別131.98社153.55維169.56樣120.76要169.56愁C景97.01束23.83態(tài)35.11籠149.77劑165.57懲190.68買154.32等190.68形C嚴51.31剃17.34筐31.58犁85.85珠105.78隙123.21菠86.26臺123.21疾E悠29.52竹13.34花33.21啄54.1蹄81.92綠94.08涌52.93擊94.08充E筐28.06純11.19摔29.77寬49.35歸75.35算85.28廊48.85丹85.28水F航18.84予7.05已37.12挖32.48第74.58幸78.26厘32.34瑞78.26宏跨擇中杜BC干60.22概12.28結89.46次93.33圾93.33霧CE妖15.28涌7.30們30.15你27.78檔30.15引EF苗13.74疾4.93狗23.39待23.38初23.39趕支繭座糕V鼠G稍V餅Q憶V功W臭①龜②持③滾④鞏V里max是B抬87.4滑19.96產12.55鞋132.82悼122.45痕145.84洲137.55扶145.84俯C占92.4稿21.94期12.55仍141.60才128.45掠154.34毯146.24垃154.34脾C全44.5序17.51竄12.00擋77.91別70.2鐘90.58方77.24適90.58掃E追40監(jiān)16.03碗12.00彈70.44絮64.8軌83.32民69.71貓83.32保E柏33.2括13.41禍14.86絞58.61少60.64盯75.46余57.96譽75.46姻F岡31.6扎11.57勾14.86漂54.12厘58.72皮71.22舊54.00北71.22盆表勿5-6禍煎1盲層框架橫梁內蔽力組合謝層狼次催截桂面夢恒荷糧載每活荷載氧風荷載座可變荷載效加應拍謀及秧少永久荷載效應膏內力組合值湯M卵max去跨中鍵M齒max郵M圓G壯M眠Q腐M軟W刃①厲②皆W班③匠④窯支球座揪B社76.68雖16.8謝63.03榜115.54替180.26退192.60順119.98瞞192.60露C胸97.01急23.49桂49.21赴149.30刻185.31瓜208.01敬153.98惕208.01遼C村51.31個17.32是44.25柴85.82切123.52崇139.15極86.24繩139.15跟E雅29.52渾13.3點48.60蝦54.04于103.46旁113.42礦52.89臥113.42荒E組28.06免11.17哥43.58茄47.08捏106.89涉102.66郵48.83燕106.89請F趁18.84選6.93倡54.22憑32.31啟98.52傅99.66元32.23姿99.66諒跨靈中雪BC按56.79厭12.84堆86.12土89.25陵89.25距CE房16.59澆7.33剛30.17怨29.58賽30.17處EF孔13.23站5.00頃22.88蟻22.76姜22.88滔支封座軟V循G倉V幻Q肚V鴉W兵①定②吳③海④罵V南max器B爪86.6資19.69與17.82即127.29翅128.87桃151.18賓136.21酬151.18更C笛93.2街22.01豈17.82痛142.65飽136.79驕162.03痕147.39撞162.03構C侮45.7倦17.51桿17.19思79.35齒78.91念98.56只78.86貢98.56癢E寶38.8宏16.03名17.19置69.00救70.63比88.42顏68.09為88.42誕E準33.7月13.43遙21.73蜜59.24還70.86都84.74校58.66槳74.74呆F滿31.0唐11.55蜂21.73票53.37堆67.62識79.13現(xiàn)53.17踩79.13準5.2辭柱內力組合速表要5-7灶許B的軸柱內力組合蒙層淹次素截懷面倦恒荷載抄活荷載偵風荷載托可變荷載效慌應允損及噸摸永久荷載效應刑內力組合值枕M楚G犯M此Q某M源W袋①韻M=1.2M悟G爸+1.4M壘Q缺②袋M=1.2搞M挽G江+1.4M邁W將③渴M=1.2尸M過G缸+0.9×1殼.4×(M雜Q剪+M耕W置)敬④老M=1.35景M美G三+1.4×0翻.7×M付Q校M盈max惱及對應的蔥N碌N廢G蝦N凈Q屑N另W炸①耀N=1.2N跌G歷+1.4嘩N捉Q撤②命N=1.2N卵G問+1.4N熟W和③涌N=1.2昏N臨G辣+0.9×1擊.4×(N田Q夕+N緣W疲)專④價N=1.35規(guī)N踐G沿+1.4×0女.7×N顆Q梢N礦max桶及對應的罵M達6傍柱壘M派50.10鏈16.34悠6.87斥83.00砍70.94貝89.83雨83.65差89.83剪118.50港頂邁N黃71.58襖24.00俊1.88直119.50端87.55鮮118.50禾120.15參120.15張83.65酒柱砌M倍40.32三10.4描3.61牧14.94譜53.44雀74.10挨64.62氣74.10財147.03侵底互N胡95.35退24伯1.88壩148.02依117.05管147.03健152.24犬152.24廢64.62凍5壺柱悄M愛37.24借8.04音12.79因55.94綢62.59怕70.93錢58.15略70.93獎272.19嫁頂本N米183.34袋44.05怖6.45句281.68令229.04資272.19撐290.68常290.68恭58.15疼柱涌M儀38.34暴8.83厲8.52偶58.37娃57.94仰67.87短60.41卵67.87釘299.03池底斤N礦207.11六44.05慣6.45詳310.20姨257.56傲299.03航322.77兼322.77最60.41亭4說柱蟻M東38.34保8.83德17.44糞58.37前70.42股79.71茶60.41逝79.71灌427.52叉頂燕N送274.54匪64.02軋13.84斤419.08蒸384.82拾427.52滔433.37呈433.37浩60.41愁柱此M僑38.34咐8.83態(tài)14.27娘58.37嘆65.99再75.11占60.41膏75.11屬480.08至底冠N趴318.31躁64.02坑13.84辱471.6茄401.35辛480.08催492.46賭492.46積60.41介3拘柱史M劫38.34塌8.83蟻22.69裁58.37搭77.77買85.72糧60.41迎85.72糧623.10較頂精N鞏405.79罷83.99炭24.07局604.53搏4拍520.65修623.10扒630.13色630.13糞60.41懶柱白M歸38.34脾8.83腸18.57尼76.77倘72.01昆80.53瑞60.41狂80.53樂565.72烏底言N動429.56番83.99缺24.07忠633.06紡549.07猜565.72橫662.22碎662.22燭60.41錦2雙柱犯M瞧38.34編8.88駕25.38核58.44咱81.54發(fā)89.18磨60.41因89.18釘800.54呆頂維N育517.21蕉103.95復38.82言766.18他2需675介800.54抵800.10寒800.54丙89.18撥柱販M牙40.11菠9.09僵25.38汗60.86枕83.66芽103.56艘63.06直103.56扶829.07衛(wèi)底彩N燦540.98你103.95字38.82揪794.71刮703.52乒829.07幼832.19謹832.19天63.06跳1辦柱遠M泥36.34傍7.71準37.65陪54.402撞96.32罷102.02絨56.61志102.02支977.76悔頂峽N凈627.61廉123.84疫54.44鮮926.51離829.35蠟977.76快968.64誓977.76除102.02采柱塊M運19.29曾4.36嘆79.65嶼29.25預134.66后107.16假30.31殺134.66妖878.98拜底薄N哪668.97除123.84物54.44匙976.14娃878.98豬1027.4也0最1024.4酒7愛1024.4襲7董30.31暈表污5-8雄蝕C鵝軸柱內力組合輝層遣次騙截芬面思恒荷載壁活荷載麻風荷載鎖可變荷載效鈴應江蠻及胖艘永久荷載效應索內力組合值膜M踐G侵M飽Q賢M墓W絡①潮M=1.2M泳G妹+1.4M瓣Q配②溜M=1.2闖M刪G稈+1.4M漆W捐③污M=1.2吳M演G痛+0.9×1角.4×(M補Q六+M檔W姜)毅④滿M=1.35續(xù)M購G悟+1.4×0厚.7×M送Q究M體max喂及對應的投N島N窗G販N椒Q錦N鴉W鈴①棋N=1.2N欄G秩+1.4突N祥Q牢②宿N=1.2N藝G宰+1.4N勵W喚③窯N=1.2膝N豎G辜+0.9×1陵.4×(N伸Q南+N市W姜)訴④競N=1.35采N六G炊+1.4×0升.7×N喘Q裹N腸max紗及對應的授M鎖6趟柱狂M輔21.82捐6.39皮9.48漁35.13搞39.46詢46.18匙35.72盜46.18嚇237.33娘頂梳N襲144.35鑄50.73切0.15兆244.24重173.43奉237.33鄭244.59笨244.59庫35.72碑柱盾M扶22.32河3.98放5.89顏32.36譜35.03凝39.22敏34.03咱39.22岸265.85您底偉N闖168.12結50.73鳥0.15彩272.76被6議201.95茄265.85溪276.68巧276.68韻34.03豬5昂柱掀M愉23.04身2.99彎17.69箏31.83囑52.41爛53.70們34.03祥53.70河479.30陽頂幟N略304.41壟90.05腰0.44思491.36欲365.91習479.30諸499.20紐499.20籃34.03竊柱健M冒22.85古3.26善13.53逗31.98究46.36斧48.58爬34.04蜓48.58特393.82咱底月N笛328.18芝90.05驗0.44砌519.89灘394.43美393.82渣531.29脂531.29看34.04葬4巖柱商M靠22.82彼3.26拋25.58搬31.95色63.20乏63.72蘇34.00定63.72斧722.24至頂折N雅465.08掙129.49螺0.78和739.38辰559.19患722.24沒745.76鉗745.76逗34.00錦柱寬M腦22.85綿3.26喉20.93傭31.98糾56.72劃57.90咽34.00轉57.90方750.76強底遼N莖488.85輸129.49戒0.78右767.91逆587.71紅750.76窯786.85彼786.85打34.00祥3撿柱截M像22.82飛3.26榴31.27舌31.95斃71.16愿70.89羽34.00傘71.16斯752.98搖頂尿N慚625.73查168.93方1.52暮987.38裹752.98們965.64日1010.2熄9使1010.2四9球34.00遼柱母M價22.85自3.26閉29.45兄31.98攜68.65戒68.63牌34.00翻68.65計781.53肆底慕N助649.50羽168.93霜1.52始1015.9毀0摸781.53通994.17思1042.3構8樹1042.3趕8筍34.映2懷柱臘M沈22.82臣3.21皺37.24鑰43.83惱79.52違78.35嫁33.95跌79.52警945.99組頂旋N糾785.91表208.38素2.07勁1234.8升2營945.99劃1208.2鉗6豬1265.1屑9風1265.1討9賄33.95豆柱票M事23.40戀3.31誦37.24雀32.71退80.22略79.17喇34.83屯80.22裳974.51接底鳴N捕809.68驢208.38懸2.07爐1263.3板5覆974.51菜1236.7藥8固1297.2庸8垮1297.2擱8位34.83趨1億柱枝M傾22.82叢2.86問56.22葉31.39廳106.1別101.82裕33.61雹106.1吹1142.0條6究頂鋸N友948.57頂247.90灶2.70尚1485.3粉4掃1142.0撞6奏1454.0評4拉1523.5柜1斃1523.5發(fā)1蔑33.61泉柱喪M捕11.18尋1.58燦87.81旗15.63恨136.35侄126.05亦16.64滴136.3