恒荷載內力計算好了

四恒荷載內力計算一、恒荷載計算1．屋面框架梁線荷載標準值20mm厚水泥砂漿找平層0.02×20=0.46kN/m250mm水泥石灰焦渣砂漿(2%)找坡層(0.216+0.05)÷2×14=1.86kN/m2四層做法油氈防水層0.36kN/m240mm厚礦渣水泥保溫層0.04×14.5=0.58kN/m2鋼筋混凝土結構層0.1×25=2.56kN/m220mm厚混合砂漿天棚抹灰0.02×17=0.34kN/m2小計6.16kN/m2邊框架梁DE自重0.3×0.7×25=5.25kN/m邊框架梁DE粉刷2×(0.7-0.1)×0.02×17=0.41kN/m中框架梁CD自重0.3×0.7×25=5.25kN/m中框架梁CD粉刷2×(0.7-0.1)×0.02×17+0.3×0.02×17=0.51kN/m中框架梁BC自重0.2×0.5×25=2.5kN/m中框架梁BC粉刷2×(0.5-0.1)×0.02×17=0.27kN/m邊框架梁AB自重0.2×0.5×25=2.5kN/m邊框架梁AB粉刷2×(0.5-0.1)×0.02×17=0.27kN/m憂則作用于山屋面框架恐梁上章線諷荷載標準沸值為：晚g慚5A舊B腥1沃=枯2.77帥kN/m貼稻g緣5BC1緒=且2.77仆kN/m躁g米5BC2帽=繞6.16唐×談4.2億=西25.8體7喘kN/m痰g溝5貌CD韻1泄=往5.76振kN/m損g魔5其CD交2拌=皂6.16萌×近4.2燥=歲25.8芹7仿kN/m猛g落5湖DE己1慘=斥5.66巾kN/m闖g炭5縫DE舅2申=改6.16骨×按4.2熄=正25.8并7應kN/m模2吃．樓面框話架梁線荷循載標準值掉水磨石面碎層匪0.6洲5慰kN/盛m洗2階20m孕m捐水泥砂漿幟打焦底塞0.02莊*20=蘆0.4給kN/紛m看2誠100m質m缺厚鋼筋混躺凝土樓盾板雀0.1快×25=匆2.56唱kN/m乞2想20m青m抓混合砂漿冰天棚抹灰墓0.02竹×17=慶0.34團kN/m夢2私其他（如毀吊頂、通般風設備等換）信：治1.5k仰N/m助2射小扔計嘉扁5.45去kN/冰m擴2徹邊框架梁缸DE蝴自捆重殘0.3嚷×0.助7奧×25=型5.25泥kN/m姿邊框架梁戒DE斃粉岡刷睛2×(崖0.倉7鴨-0.1臉)×0.揀02×1平7=0.乳4血1噴kN/m姻中框架梁帥CD椒自睬重紗0.3織×0.慨7足×25=傲5.25讀kN/m異中好框架梁倆CD背粉革刷銷2×(問0.侵7咸-0.1朝)×0.束0蠟2級×17談+0.3底×0.0攏2蹄×17=明0.建51渠kN/m飾中框架梁產(chǎn)BC送自痕重均0.妄2恥×0.君5嚴×25=答2.5哥kN/m奉中纖框架梁粗BC醒粉弱刷尊2×(羽0.環(huán)5猛-0.1般)×0.和0塑2苦×17=闊0.叨27丸kN/m孔邊框架梁論AB膊自毅重錦0.檔2貨×0.富5懶×25=瓦2.5示kN/m裕邊框架梁目AB靜粉摸刷陷2×(側0.超5裕-0.獸1)×0驗.02×精17=0莊.夸27廟kN/m衛(wèi)邊跨填充畫墻自穿重輔0.2遷×碌(側3.柔5利-0.師7)屠×18=攀1毀0.08搭kN/m鮮填充墻粉肉刷返2×0達.02×較(勞3.縱5瞇-0.鬧7)獻×17=纖1.90始kN/m技則作用于效樓面框架羨梁上線荷薄載標準值再為：夫g坐AB1開=皇2.5+歉0.27廚+10.扶08+1傻.9桶=氧14.7嚷5灘kN/m圾筐g爺BC1喪=然14.7卷5夸kN/m求地g壞BC2唉=脫5.45慚×創(chuàng)4.2積=堤22.8級9茶kN/m雨g效CD恐1凳=芳5.76語kN/m核毯g超CD秧2浙=表22.8館9沾kN/m逢g附DE逆1衛(wèi)=屯17.6發(fā)4披kN/m形封g貧DE而2酸=嬸22.8蠻9害kN/m暮3?。菝婵驌旒芄?jié)點集賊中荷載標件準值播及其彎矩索B梳、槳C裙、淺D墨、珍E愧軸線價縱向框架塌梁自鉆重視0.3辦×0.8竿×涌8.4帥×25=氣50.4貴kN喬縱向框架棵梁粉遵刷蹤2×(敘0.8-悟0.1)關×0.0鄭2×籌8.4震×17=街4.00推kN襪縱向框架銷梁傳來的扎屋面恒荷毀載背2×(音4.2侄/2)見2沈×猛6.16新=踏54.3手3介kN凝橫向次梁多CD/D響E裳自重粉刷脾0.巷5蘭×0.2糟×25×露7.2/痰2+2×脊0.02原×(0.稼5鞭-0.1騰)×7.刃2/2×砌17=紐9.98頓kN監(jiān)橫向姨次梁陪CD/D未E螞傳來的屋蛛面恒荷臺載副膏(膝1-2×曲0.2廳9菜2削+0.2例9衡3茂)×爭6.16位×鹿4.2且×7.2貌/2=腐79.7抄4巧K擁N圖橫向灑次梁偵BC尖自重粉澇刷軌滾0.怨5切×0.2引×25×預5.4飄/2+2此×0.0移2×(0片.妙5永-0.1才)×吉5.4既/2×1必7=她7.48春kN上橫向虜次梁舊BC地傳來的屋悔面恒荷腔載膠弱(抗1-2×危0.2師9污2燕+0.2脫9順3緩)×派6.16增×藥4.2灘×濟5.4壓/2=餃59.8浴1仗kN臨縱向平次梁自重晝及粉敢刷苗博0.衡5鉤×0.2殃×25×欄8.4閃+2×0登.02×昂(0.旱5鄙-0.1既)×獄8.4慚×17=般23.2濫8嫁kN斃縱向淘次梁傳來荒的屋面恒型荷載酒6.16鉤×籠8.4憲×附1.8繞/蠻2襯=諷46.5但7成kN剖1浸m易高女兒墻倆自重及粉尋刷灘1×吳8.4推×0.2通×1領8零+2×1嗓×劃8.4鈴×0.0宴2×17盲=熊35.9先5璃kN杜鉗米弓標棄則頂層邊挑節(jié)點料A崗集中荷載秤為雁：貫G慈5A無=少69.8史5較K轟N遵頂層邊節(jié)筑點糟E陵集中荷載孤為詳：孝G敢5掌E表=戴234.墓4液K鑼N倆喉飼棄護拿前街芽皇愿扛裝座伸突典犯鳥孩退迅來頂層連中膜節(jié)點運B反集中荷載泳為企：籮G刷5濾B耕=產(chǎn)222.違59斤kN醬放爛究廟概彎矩為切：記M倦5著B另=墾33.3年9KN.以m鴉頂層直中式節(jié)點柳C活集中荷載釀為賣：須G票5后C誕=距320.帶07跑kN朋頂層中節(jié)決點浴D異集中荷載陶為顯：輕G莫5霞D捏=唯342.軋5定kN云4和．樓面框免架節(jié)點集棉中荷載標奮準值及及彎矩掏B雁、債C站、沒D候、爹E尸軸線楊縱向框架做梁自痕重宮0.3綢×0.8雄×板8.4鎮(zhèn)×25=季50.4止kN嚼縱向框架科梁粉紛刷擦2×(款0.8-獄0.1)惹×0.0拉2×降8.4儲×17=客4.00您kN悔縱向框架來梁傳來的慚樓強面恒荷拾載短2×(愿4.2率/2)柄2匆×層5.45用=丘48.0住7而kN京橫向漁次梁觸CD/D少E栽自重粉刷包0.您5連×0.2桿×25×董7.2/扎2+2×魯0.02閉×(0.父5錢-0.1約)×7.然2/2×陡17=鳥9.98賀kN摧橫向替次梁欠CD/D延E扁傳來的辮樓叛面恒荷恒載寇島(鳳1-2×菊0.2愈9住2嶄+0.2中9撓3務)×珠5.45他×館4.2翠×7.2絲/2=另70.5桑5醒K鳥N尤橫向賊次梁批BC車自重粉意刷聚災0.錘5示×0.2墨×25×膀5.4杜/2+2領×0.0疲2×(0茅.逃5求-0.1好)×譽5.4胞/2×1巨7=障7.48邪kN高橫向飯次梁片BC擊傳來的庫樓邁面恒荷扇載培盛(竭1-2×酬0.2販9興2志+0.2誓9技3趟)×烤5.45垂×簡4.2鑼×霧5.4夸/2=簽52.9香2社kN他縱向綿次梁自重涌及粉洲刷左面0.委5軟×0.2啄×25×鐵8.4睬+2×0禍.02×礙(0.龍5悼-0.1牽)×說8.4廁×17=哨23.2互8扶kN衡縱向率次梁傳來潮的敗樓奔面恒荷載迎5.45尿×順8.4節(jié)×懂1.8摸/廣2棄=概41.2寒0蛋kN煌鋼窗自溜重杰2×濃1.5?！?.8汁×0.4娘=閘2.16洞kN易墻體自目重咽(賞2.7梳×玩8.4束-2×耕1.5獎×1.8悟)×0.荷2×18叔=乒62.2奮1睬kN收墻面粉坐刷陷2×(努2.7滅×新8.4子-2×慈1.5累×1.8法)×0.軍02×1男7粥=1澆1.75幻kN權框架朝邊隆柱自剖重榨0.偶5筐2盆×3.畢5乳×25=僵21.8鬼8墳kN仙邊菌柱面粉康刷什4×0.抹5拖×0.0勾2×17米=0.仍68浮kN乎框架手中識柱自遍重齒0.敘6枯2至×3.揮5伙×25=秒31.5唯kN織中圓柱面粉膜刷等4×0.吹6緣×0.0漏2×17匆=0.糞82尋kN波木門自炸重磚2×1花.0×2暢.藏4無×0.患4醒=1.時92莫K艙N金墻體自暴重旺(登2.7給×儀8.4咳-2×1模.0×2完.潑4位)×0.展2×18孔=贊64.3腹7帳kN逝墻面粉古刷罰2×0圖.02×響(液2.7全×紀8.4桐-2×1碰.0×2畝.峽4繩)×17嗽=1裂2.16殘kN域則鉤樓此層邊節(jié)點哀A武集中荷載亮為既：耽G悲A篇=馳102.壺54植K艷N搏樓飽層邊節(jié)點云E器集中荷載算為越：覺G玻E腥=唉281.功68昆K地N逢顧續(xù)學兔幣養(yǎng)用彩緒傘園使壇陪視慚散巧耀將憐練鍛膜亭律融樓脖層叫中周節(jié)點逗B切集中荷載平為漫：振G妄B哨=搞226.喊63中kN君譯址逮施殺彎矩為劫：攻M州B拔=耽30.6巴1KN.授m盜樓緩層匪中名節(jié)點運C奸集中荷載咽為棒：滋G伙C饒=耳323.研79其kN換樓匆層中節(jié)點稀D繳集中荷載割為托：蠢G通D辜=浪422.或37灰kN碑二恒荷載泄作用下內欣力計算肥1包．計算簡迎圖計算簡圖鉛2龜．固端彎矮矩計算懼將爐A登B罰跨懸挑上選的力化作撕一個集中串力和一個劫彎矩作用平于辟B租上。武頂蝦層拜E壯D靈跨恰贈頂?shù)K層童D代C雖跨析秘頂僑層柳C哥B宜跨掀中間層惠ED永跨賺姻中間惡層駐D差C亞跨挨淚中間匠層具C臟B方跨降煤3連．分層計妻算彎矩1）頂層手分配系數(shù)表計算如下破內力計算而過程如下刑（單位用：桃kN緩?地m泡）只1-5叢1-2兆2-1般2-6讓2-3酬3-2嗓3-7嚼3-4夢4-3旋4-8宅0.37拖6學0.62逼4惱0.30月1擁0.39姨8刻0.30替1姜0.38臨9飾0.48五5云0.12憲6伙0.35演0.65賭-35.釋16繡163.鈔61井-119置.93儉119.私93肺-120奪.36晴120.物36章-60.精44遙60.4因4悼31.8嬸7夜52.9茄26.4維5牛-3.9抄2春-7.8抄3即-10.悲36去-7.8綁3史-3.9欺2虛-10.由89名-21.慢78吧-27.腥16綱-7.0競6伍-3.5款3炊18.6墾8瞞37.3合5厚69.3燕6的-3.6麻4皺-7.2夸7翁-9.0紫6賊-2.3鬧5搭-1.1鉗8狂2.19時4.37失5.78得4.37票2.19組0.65呼1.08張0.54他-0.0弟8絡-0.1壤6疾-0.2每2垮-0.1糾6唉-0.0臟8稀-0.4棉1伯-0.8零2撥-1.0面2妄-0.2班7塵-0.1膏4宏0.23胡0.46遲0.86頑-0.0茅5凝-0.0掃9抖-0.1閘1樹-0.0仍3僅-0.0母2礙0.06冤0.12蜂0.18鴉0.12朵0.01動0.01獎32.5貸2籍-67.虎76循143.喇3噴-4.8及-138慈.85嬸88.5葬9獎-37.傳24抓-51.保21凡93.4輩70.2尊2傾M率圖見下頁繪（單位跟：趕kN暫?疾m涌）蛋2巧）中間層班分配系數(shù)腎計算如下礦內力計算匠過程如下祖（單位圍：奶kN詳?灶m享）窄5-1蹲5-9在5-6悅6-5第6-2扮6-10索6-7早7-6被7-3提7-11土7-8破8-7核8-4蒙8-12書0.27京3途0.27春3柄0.45演4怨0.22待2芹0.27搜8射0.27遵8毀0.22磚2倘0.26凳2攜0.32猴7四0.32惰7莊0.08鋪4慌0.21蹈2而0.39跑4涉0.39泥4不-38.丟87誕239.新08滿-160許.7故160.維68夏-109幻.36側109.丙4嗎-83.沃36福83.3殼6叢33.2菌5雪33.2禍5好55.3熊27.6倉5窯-8.7吃6訂-17.促52軋-21.折94蠻-21.緊94從-17.鋪52固-8.7肆6直-2.2漸7組-4.5誦3擴-5.6耕5賀-5.6拜5椒-1.4楊5蛛-0.7砌3瞞16.5浪9曲33.1電7往61.6眼4茶61.6患4只-2.1它8襪-4.3深5褲-5.4菊2往-5.4扁2綠-1.3面9余-0.7擇0.5奏0.99雄1.24虹1.24捏0.99劣0.5宰2.25許2.25熱3.75唯1.86蛇-0.2牲1憂-0.4嶺1放-0.5戚2翻-0.5住2托-0.4茶1柜-0.2降1帳-0.0育4核-0.0宵8望-0.0錦9耽-0.0停9仔-0.0民2亭-0.0豎1匠0.15販0.28礙0.28畏35.5勉35.5仇-110才.1百173.湯25稱-21.斷22采-21.憑22攀-130貨.79忘91.9括3么-11.膚16寒-11.站16岡-69.鐮63堡115.濃24伯61.9霜2豎61.9賺2擦M彎圖見下頁挽（單位巴：驕kN頃?節(jié)m嫁）3）底層鳥分配系數(shù)熄計算如下咬內力計算高過程如下模（單位蜘：窗kN昏?千m哈）嚷5-1眠5-9刻5-6還6-5隔6-2舌6-10莖6-7測7-6惑7-3咬7-11某7-8葉8-7殲8-4觀8-12疾0.29悄2買0.22汪3漸0.48逃5識0.23狀8旦0.29欲7預0.22闊7取0.23塵8悄0.28擇4清0.35差4母0.27夸0.09第2走0.23貞4洋0.43奪5寬0.33坑1段-38.璃87耕239.濱08晌-160絡.7依160.雄68洪-109漠.36密109.森4設-83.次36暖83.3輛6泳35.5拐7丸27.1爺7約59.0大9墨29.5芝5箭-9.6啦3撲-19.帝25屈-24.哀02被-18.歲36兄-19.燦25蛛-9.6垂3將-2.3臘3軋-4.6余6醉-5.8虎1亞-4.4參3繁-1.5斷1差-0.7漂6谷18.3紹1彩36.6廉2違68.0圖7眼51.7浪9牧-2.6翠-5.2眠-6.4攤8船-4.9旦4映-1.6蓬8圣-0.8金4點0.59甩1.17然1.46溪1.12風1.17鑄0.59劣2.64用2.02害4.38勻2.19于-0.2斯6做-0.5扮2籍-0.6云5串-0.4逢8屈-0.5炮2東-0.2局6窄-0.0姓5錯-0.0駛9祥-0.1悄2脆-0.0壤9題-0.0瓜3航-0.0淘2瘡0.2褲0.37票0.28抓38.2測1框29.1仗9既-106龜.5膀173.罷82鴿-23.垂21逝-17.劃72們-132申.94慧90.1造1篩-12.踩41袍-9.4飼6戰(zhàn)-68.伙27曲118.眾56處68.4昨4蝶52.0牙7惕M扁圖如下（嘩單位這：雁kN府?賞m宿）睜4擴．不平衡旁彎矩分配狡計算過程克見如下（完單位哥：授kN雅?繳m退），方框喪內為原不竟平衡彎矩懲左梁告上柱原下柱陰右梁決2.13尿1.45屯-7.2鳥2挎7.38車11.8窗3脾-7.3送8未-4.2湊6瘡-7.0喬7仔2.13津-1.9暮2勺-3.7咱2雁0.47稀7.22沖20.6場4末10.8派4公4.65熊1.92寫-1.6危0.81跡4.23記-12.料41在-7.1奴4京-9.3賽4鞭23.4葵1蓮6.05很5.64棵11.8圣3褲-10.碰3炎-4.6組6爹-7.0義7乳1.92羊1.55畏-3.7香2剩1.35牽3.28右20.6朝4款11.8丈3岡5.37避3.14康-7.0倆7千-3.1蒜4冰1.95橡-3.7射2挨-1.2無9存-8.7副5粱20.6神4很4.38陵5.37估11.8太3汁-10.茄7少-3.1寬4盤-7.0現(xiàn)7贏3.14創(chuàng)-1.2藝9料-3.7即2虜0.62碌4.38己20.6昏4致11.8踢3千5.12所3.29幕-7.0籮7短-2.9袖5茶2.06勿-3.7臂2勿-1.1掠5捐-9.2趟1輝20.6妙4宿3.52筒6.03窄12.7懇4鞋-11.憑2夕-3.6產(chǎn)2懶-7.7碌4上3.29妙-1.5拘7患-4.1剝4雞0.66絲5.69妨22.8辱1究11.8貸3饑8.38盲1.68評-7.0祥7僅-4.9形7余1.06漏-3.7午2歸-2.4警-4.8慮3曬20.6鼓4悠11.6方6晉-2.6尚4蠻-5.7益4刮1.6丑1.68跪1寬0.34同-6.8罰3礙不平衡彎殖矩調整之絲后即可得撐出恒荷載棗作用下框敞架彎矩圖繩，見趴第律3詠2院頁（單位壯：奇kN飯?顏m掩，括號內密為調幅后父的彎矩值遲）遮5驅．跨中彎弓矩計算如6這．剪力