m連續(xù)箱梁張拉后張法應(yīng)力控制計(jì)算

****橋40.0m連續(xù)箱梁張拉（后張法）應(yīng)力控制計(jì)算1、基本情況及要求：1.1、40.0m連續(xù)箱梁設(shè)計(jì)砼標(biāo)號(hào)C50，設(shè)計(jì)要求砼強(qiáng)度應(yīng)達(dá)到設(shè)計(jì)強(qiáng)度的80%后方可進(jìn)行鋼絞線束張拉；橫向預(yù)應(yīng)力鋼絞線要求砼強(qiáng)度應(yīng)達(dá)到設(shè)計(jì)強(qiáng)度的100%后方可進(jìn)行鋼絞線束張拉。可參考砼試件的強(qiáng)度。1.2、預(yù)應(yīng)力采用江陰ASTMA416-92標(biāo)準(zhǔn)中低松弛270的鋼絞線，公稱直徑Φj15.24mm標(biāo)準(zhǔn)抗拉強(qiáng)度Ryb=1860MPa，Ey=1.95×105MPa，設(shè)計(jì)張拉控制應(yīng)力0.75Ryb，見鋼絞線試驗(yàn)數(shù)據(jù)。1.3、錨具采用YM15-16（腹板、底板鋼束）、YMH15-7（墩頂箱梁頂板負(fù)彎矩鋼束）及YMH15-4（橫向預(yù)應(yīng)力鋼絞線）系列錨下鑄件錨座錨具。規(guī)范要求鋼絞線張拉后盡早進(jìn)行壓漿；壓漿應(yīng)密實(shí)，并應(yīng)符合相關(guān)規(guī)范關(guān)于預(yù)應(yīng)力孔道壓漿的技術(shù)要求。1.4、應(yīng)力控制計(jì)算中k值和μ值暫按規(guī)范k=0.0015，μ=0.25計(jì)入，如有k和μ的試驗(yàn)數(shù)據(jù)，應(yīng)以試驗(yàn)數(shù)據(jù)為準(zhǔn)。1.5、箱梁采用支架現(xiàn)澆施工，腹板、底板、頂板負(fù)彎矩鋼束采用一端固定，橫向預(yù)應(yīng)力鋼束采用單根兩端張拉。張拉遵循先上后下，先外后內(nèi)的原則，采用分批，分階段對(duì)稱張拉。1.6、連續(xù)箱梁張拉端橫斷面圖：2、設(shè)計(jì)張拉控制應(yīng)力及基本數(shù)據(jù)：2.1δcon=0.75Ryb=0.75×1860=1395MPa（N/mm2）2.2Ey=1.95×105MPa（N/mm2）2.3Ag16=140×16=2240.0mm22.4Ag7=140×7=980.0mm2；Ag1=140×1=140.0mm2客鵲2.5往千斤頂妥選榜用善YCW400蛋B慎型（糊①泛千斤頂編醫(yī)號(hào)柏20321鄰#報(bào)相應(yīng)油壓表編磨號(hào)牙636范#亡，回歸方熔程射Y=0.15吼+0.012餅38匠X侍；烤②拔千斤頂編影號(hào)胖20322純#掌，相應(yīng)油壓表征編色號(hào)蕉545紫#棕，回歸方步程瘋Y=0.09遷1+0.01溜245隸X狠）。巧2.6棒千斤頂嘩選痕用妖YCW150零B哪型薄（況①鷹千斤頂編彼號(hào)單20500共#慣相應(yīng)油壓表編泄號(hào)蠻1324儀#慢，回歸方牲程閥Y=0.74繞6+0.03住351鑰X脾；傻②貼千斤頂編腰號(hào)膜20499值#劍，相應(yīng)油壓表李編并號(hào)嫩600盡#境，回歸方嗚程攝Y=0.48冷6+0.03貍369禍X堤）。細(xì)2.7趴千斤頂綱選熄用折YCJ2迅6剃型孫（躍①棗千斤頂編先號(hào)衣20553開#挑相應(yīng)油壓表編粉號(hào)蒼586旱#鏈，回歸方恨程去Y=1.46任+0.198強(qiáng)8藝X守；萍②伴千斤頂編呀號(hào)鞠20552斃#騰，相應(yīng)油壓表墊編歷號(hào)礦613雷#默，回歸方叔程森Y=1.58才+0.208卵1撥X匹）。否3繁、張拉程序堆及張拉蘭控端制應(yīng)力達(dá)到后偵的油表讀棉數(shù)愁錯(cuò)隨兇根勻據(jù)南JTJ041放-200羊0汁《公路橋涵施跨工技術(shù)規(guī)范仰》隔P潔134懸表姻12.10.綢3覽-殖1箭規(guī)定：鋼絞線障束熔使用棟夾片式等具有扁自錨性能的錨稱具：低松弛力峰筋采用：沾0捕完援初應(yīng)力〈約毀15特%盞δ襯con壽〉悔祖δ軌con鑒〈后持燦荷凍2min憐錨固既〉曉3.1躬P絹16胳=1395聞×縫2240=襪312480勤0N綁=湯3124.8洗KN判愿P焰1侮6健初手=31248滾00×援15逮%=旨468720情N崖3.2蓄叉P揚(yáng)7低=1395×拋980長(zhǎng)=誰(shuí)136710朗0殲N急=葡1367.0掃KN株即羞鼠P議7治初搶=役136710柴0始×勢(shì)15分%=川205065艦N個(gè)3.過3宣條P但1竊=1395×烤140爭(zhēng)=膽195300秩N極=木195.3特KN壺欲P婆1屋初吸=棚195300觸×窄15員%=凝29295撒N連3.緩4爐玻油表讀數(shù)：晃（貴用蝦YCW400叨B銀型張限拉經(jīng)16疼根胳/熄束方；征用少YCW150回B蒸型張拉顫7按根仿/步束；拍用舅YCJ2載6附型張拉蜻4滲根沫/驕?zhǔn)撸M向預(yù)應(yīng)力亡束單根張拉）兔）角3.賠4蠢.1嚇YCW40配0糞B置型千斤頂與相龜應(yīng)油表張拉：仰①連千斤頂編訊號(hào)推20321海#猜相應(yīng)油壓表編奔號(hào)侄636摘#劃，計(jì)算油壓表仁讀數(shù)：狗B遭1革6劈初闊=0.15+拾0.0123窄8×萍468720百=音5.95僑MP騎a布，劃線作標(biāo)記北；請(qǐng)B吹16爬=0.15+遙0.0123駱8×3124巨.8=38.臺(tái)84MP壯a(bǔ)鍬；呈②陽(yáng)千斤頂編牲號(hào)暑20322饞#典相應(yīng)油壓表編刮號(hào)方545施#儉，計(jì)算油壓表辱讀數(shù)：懶B爆1蘿6本初指=0.091咐+0.012杰45×榮468.72枯=純5.93待MP獨(dú)a后，劃線作標(biāo)記擱；波B蠻16棉=0.091齒+0.012說45×312消4.8=38渾.99MP險(xiǎn)a詳；日3.倘4阿.2拘YCJ15目0蠢B路型千斤頂與相朵應(yīng)油表張拉：片①珍千斤頂編討號(hào)船20500秧#袍相應(yīng)油壓表編隱號(hào)倡1324能#崗，計(jì)算油壓表思讀數(shù)：縮B師7沉初鋤=0.746鞋+0.033左51前×毯205.07瘋=搶7.6腿2過B貨7綱=0.74頌6+0.03枕351謎×播1367.1柳0=隔46.56赴②疑千斤頂編鍛號(hào)鼠20499案#帖，相應(yīng)油壓表拐編掛號(hào)套600沸#剪，計(jì)算油壓表中讀數(shù)：修B佩7山初哄=0.486功+0.033浩69諷×精205.07淹=蔑7.39怕霞B坡7才=0.48陷6+0.03抓369沾×濟(jì)1367.1醬0=取46.54壽3.佳4魄.短3歲YCJ2小6忍型千斤頂與相餡應(yīng)油表張拉：探①絞千斤頂編及號(hào)籠20553豪#追相應(yīng)油壓表編拒號(hào)購(gòu)586需#沙，計(jì)算油壓表唯讀數(shù)：繞B寬4黃·蘭1屯初心=1.46+庭0.1988澤×29.29津5=7.3禍MP物a慌，劃線作標(biāo)記驕；君B余4救·領(lǐng)1膚=1.46+棕0.1988商×195.3鉛=40.3崇MP亭a漏；孤②涼千斤頂編政號(hào)容20552俊#昨相應(yīng)油壓表編切號(hào)描613膛#耽，計(jì)算油壓表仗讀數(shù)：限B鳴4爹·鄉(xiāng)1匯初或=1.58+鑒0.2081憂×29.29著5=7.7臨MP險(xiǎn)a帖，劃線作標(biāo)記恐；襪B節(jié)4鹽·概1箭=1.58+莊0.2081花×195.3辨=42.2拘MP輝a梯；按4稻、計(jì)算步驟：愿4.1孝、犬根據(jù)規(guī)范曲線晃預(yù)應(yīng)力筋采用勇分段計(jì)算后疊云加的方法計(jì)算愉較為精確。翻4.2待、椒根據(jù)隔圖中給出的鋼茶束長(zhǎng)度是在標(biāo)宏準(zhǔn)跨徑下的長(zhǎng)獅度，像本橋位于圓曲窮線段內(nèi)，圓曲上線半絕徑堵R=身420.0春米養(yǎng)。肉受曲線影響，盯左、右幅長(zhǎng)鞠度恢不等，施工時(shí)扮要根據(jù)各厚跨況的實(shí)際長(zhǎng)仰度易調(diào)整各跨跨中搞水平段甩預(yù)應(yīng)今力筋〈坐鋼戶鉸線軟束賽〉饒的長(zhǎng)度。希4.3挺、本計(jì)算是依屠據(jù)設(shè)計(jì)圖聚中給定的鋼鉸赴線束坐標(biāo)沿進(jìn)行計(jì)算的。北4.4淺、計(jì)算了一聯(lián)椒的擺第一跨，中間墻跨及獸最末羽兩敞跨的泊預(yù)應(yīng)食力筋。它計(jì)算及施工方號(hào)向一致，均是產(chǎn)從大樁號(hào)往小圈樁號(hào)進(jìn)行。閱５、逮一聯(lián)第隆七兆跨戶W1端束達(dá)到設(shè)計(jì)初醋始張拉力及張連拉力后鋼束伸影長(zhǎng)值計(jì)算逐：遺5.1芳、般一聯(lián)第葬七憶跨弟W1寬束逝各段終點(diǎn)應(yīng)力億計(jì)算妄亂、筑計(jì)算簡(jiǎn)圖簡(jiǎn)：征刊緊一聯(lián)第七跨爸Ｗ博1接束信各段黨終點(diǎn)應(yīng)力計(jì)算訂表都：帳線家飛氏段如L喚T籮（朗m爭(zhēng)）罪X概（侵m魂）展θ油κ忍χ麗+耐μθ宇e爪-臂（背κ拔χ鎮(zhèn)+胸μ鈔θ塞）純終點(diǎn)應(yīng)力麗（黎MP臺(tái)a黑）浴備蒙烏診注室1-1`攝3.052刃3.020面0減0.0045促0.9955襲1131.6霉1`-2`勉1.519筍1.500米0.0717席0.0166遵0.9835立1136.7竟2`-地3爬`瀉1.519毒1.500們0.0717輛0.0166論0.9835位1155.8老3昨`-3`西`鐘4.619連4.571透0訪0.0069頑0.9932闊1175.2脅3`枯`梳-稀4稀`項(xiàng)3.993逮3.979協(xié)0.1439但0.0347販0.9658靠1183.2娃4蒙`-4`憑`憤5.719之5.719晉0出0.0086捆0.9915躲1225.1透跨中直線段像4`配`到-瞞5喜`燥3.995氧3.985夕0.1219欄0.0304枕0.9701現(xiàn)1235.6猴5明`-勿5``傳12.368沾12.276鍬0竟0.0184診0.9818浮1273.7析5``-港6努`杏2.996愈2.989免0.1219蠟0.0289沙0.9715眨1297.3扯6理`-健6俊`害`化0.500鵲0.500壟0碗0.0008鬼0.9993巷1335.4動(dòng)6``-曲7`蜓1.751支1.75旅0.0176拉0.0061盾0.9939猜1336.3鉛7`-描8`涌1.504佩1.500飲0.0717李0.0166驅(qū)0.9835演1344.5雪8`臺(tái)-傾9`債1.504扒1.500抵0.0717恨0.0166喂0.9835溉1367.0光9`委-梢10棵2.400即2.400以0認(rèn)0.0036更0.9964嫂1390.0屯合江胖計(jì)綱47.439唇47.189耗0.6921陜注：表暴中外L脹T禽為預(yù)應(yīng)力筋長(zhǎng)篇度羽，榮x鬧為預(yù)應(yīng)力筋水姑平投影長(zhǎng)度皂疤、根據(jù)設(shè)計(jì)圖鞠給定的曲線要途素灶，列表計(jì)算熟Ｗ同1盆后慚，計(jì)算達(dá)到設(shè)膏計(jì)張拉力匆后鋼束伸長(zhǎng)值封：（δi1+δi2）Li2Ey119177.42×1.95×105墓旦Δ融L犯w1黑=惱Σ警騙擴(kuò)貴渠尊=幕廈治河=0.（δi1+δi2）Li2Ey119177.42×1.95×105笑道骨W打11洲達(dá)到描設(shè)計(jì)初始張拉幻力后仿的伸長(zhǎng)值：306306×4687203124800泄Δ痕L埋W投1健初兔=襖∑射亭盜剛=飾46文(熟mm)龍（或采用實(shí)際飯張拉過程中相汗鄰級(jí)的伸長(zhǎng)值撕，作為初應(yīng)力統(tǒng)伸長(zhǎng)值，即應(yīng)鈔力增擱加宅15匹%胞的伸長(zhǎng)值）框5.弊2緊、氣一聯(lián)第七蠟跨禽W世2枕束各段終點(diǎn)應(yīng)碎力計(jì)算葛新計(jì)算簡(jiǎn)雜圖：胞5.2宿.貴2怕蹲一聯(lián)第七跨供W茄2周束各段終點(diǎn)應(yīng)攔力計(jì)算表些：博線段編號(hào)芝L工T酬（賄m訪）汁X障（墊m壟）全θ勞(連rgd)獲κ脾χ采+毀μθ晌e誦-命（趟κ呼χ影+蕉μ講θ霸）疊終點(diǎn)應(yīng)力考（領(lǐng)MP始a至）嫂備達(dá)前純注暗1-1`袋3.044能3.020遺0累0.0045輪0.9955籮1114.1勵(lì)1`-2`描1.515隊(duì)1.500焰0.0717腥0.0166非0.9835耐1119.1鉗2`-培3`比1.515式1.500站0.0717氧0.0166注0.9835吵1137.9卷3`規(guī)-3`把`繁3.342酷3.316售0棚0.0050陣0.9950膏1157.0脈3``手-車4匙`它3.995辟3.984媽0.1250哈0.0310晃0.9695尤1162.8拆4徹`-4`托`做7.469嶄7.469悲0艘0.0112仁0.9889彎1199.4跳跨中直線段持4`逆`舅-字5`途3.995香3.984固0.1259劑0.0312假0.9693組1212.8咳5`故-5`巡`朽11.872朽11.778蓄0紡0.0177踩0.9825莫1251.2荷5`片`座-曾6虛`泛2.996繳2.988譽(yù)0.1259鴨0.0297萄0.9708孫1273.5暴6`-6``堵1.390岔1.390頂0清0.0021焦0.9979盾1311.8鴨6``-7`辭2.315稱2.310誤0.1063鏈0.0247繩0.9756企1314.6腔7`-8`冤1.512椅1.500那0.0717翅0.0166肆0.9835螞1347.5山8`-9`咸1.512答1.500反0.0717姥0.0166強(qiáng)0.9835增1370.1剛9`-10旁0.955唇0.950頸0野0.0014叛0.9986界1393.0前合計(jì)米47.427份47.189腫0.7699朝注：表展中坐L露T證為預(yù)應(yīng)力筋長(zhǎng)妻度浙，怒x隆為預(yù)應(yīng)力筋水地平投影長(zhǎng)度先5.乳2賴.3球根據(jù)設(shè)計(jì)圖館給貿(mào)定的曲線駱坐標(biāo)臂要素，尿列表計(jì)專算些W徒2蜓后按，計(jì)算達(dá)到劑設(shè)計(jì)汪張拉力后的鋼揀束伸長(zhǎng)值董：（δ（δi1+δi2）LTi2Ey117225.82×1.95×105邊Δ泉L青w裳2陳=菠狂∑坐==0.紡301扯(典m)拆遺=301擱櫻(許mm)呀耗庭W茫1榮6書達(dá)到初始張拉佳力后鋼束埋后舅的伸鐮長(zhǎng)仁值止：霸301301×4687203124800夸Δ羊L魄w耀2辯初巾=偏卡=隔45摧（哈m融m猾）拳（或采用實(shí)際湊張拉過程中相廢鄰級(jí)的伸長(zhǎng)值允，作為初應(yīng)力能伸長(zhǎng)值，即應(yīng)徑力增售加害15虎%測(cè)的伸長(zhǎng)值）窩5.督3歐、崖一聯(lián)第七莫跨候W谷3忽束各段終點(diǎn)應(yīng)猾力計(jì)算尿括巧計(jì)算簡(jiǎn)圖濤：奴牛豐一聯(lián)第七跨讓W(xué)棒3還束各段龍終點(diǎn)應(yīng)力表變：扶紛線段編號(hào)竹L毅T石（鏟m暢）隨X睬（跨m五）唱θ她(倡rgd)撞κ袋χ窩+久μθ元e步-某（架κ餐χ興+狀μ標(biāo)θ均）診終點(diǎn)應(yīng)力萍（麗MP務(wù)a硬）床備短倍哪注重1-1`趨2.032旗2.020重0寬0.0030刃0.9970理1122.8嘴1`-2`軍1.512洞1.500擋0.0717錘0.0166慚0.9835感1126.2潔2`-短3`雞1.512獵1.500簽0.0717階0.0166述0.9835喉1145.1凳3`溫-3`身`牧4.019僚3.996疼0交0.0060要0.9940夸1164.3麻3``滾-獲4`妻3.996櫻3.989么0.1070欲0.0274遇0.9730體1171.4敗4霸`-4`狹`榨8.289跌8.289尖0氣0.0124更0.9876駕1203.9華跨中直線段察4`造`竟-謎5燥`營(yíng)3.994盾3.983市0.1301除0.0320牢0.9685他1219.0什5`-5``暑11.376館11.280郊0槐0.0169糕0.9832子1258.6瘡5``-6`鵲2.249庭2.237桐0.1301瘦0.0294拿0.9711著1280.1枕6`-7`毒0.762轉(zhuǎn)0.760岡0.0717喝0.0155其0.9846萄1318.2運(yùn)7`-8`也2.998嘗2.984舍0.0924屢0.0230宋0.9773敞1338.8涂8`-8``按0.004截0.004旨0很0行1臨1369.9馳8``-9`槳2.999疫2.995熄0.0557仰0.0156夫0.9845敏1369.9閱9`捏-10沾1.655釋1.652永0蜻0.0025蚊0.9975禿1391.5僻合寇正喬計(jì)鄭47.394曾47.189葬0.6587緞注：表盾中謝L厲T廊為預(yù)應(yīng)力筋長(zhǎng)炕度叉，升x驚為預(yù)應(yīng)力筋水鵝平投影長(zhǎng)度鳳仗世根據(jù)設(shè)計(jì)圖給洗定的曲線坐標(biāo)四要素，共列表計(jì)槳算診W此3棟后耽，計(jì)算達(dá)到疤設(shè)計(jì)悅張拉力后的鋼坡束伸長(zhǎng)值斥：118127.02118127.02×1.95×105（δi1+δi2）LTi2Ey吊嚷Δ景L積w忍3繪=晉∑跡=框=圈鈴=0.崇303完(冷m)玻妖=303幸(革mm)截朋稍W唐3椅達(dá)到初倆始張拉力后暗的孩鋼束嘴伸叔長(zhǎng)搶值：303303×4687203124800允Δ滴L撤w偷3爸初柔=志河超油瞎=潛45橫（掩m言m五）且（或采用實(shí)際粗張拉過程中相攝鄰級(jí)的伸長(zhǎng)值肢，作為初應(yīng)力仗伸長(zhǎng)值，即應(yīng)取力增開加驟15晉%路的伸長(zhǎng)值）救5.抱4咽、資一聯(lián)第七流跨剩W4茫束各段終點(diǎn)應(yīng)滿力計(jì)算殊5.貍4慌.1妖接計(jì)算簡(jiǎn)圖：春5.熔4峰.2釘潮一聯(lián)第七賓跨鍛W原4匹束各段約終點(diǎn)應(yīng)力表腎：作線段編號(hào)礙L聲T黃（女m子）始X泳（鐵m沸）百θ拋(要rgd)病κ鳥χ善+黑μθ軍e稈-鹿（結(jié)κ末χ偵+疲μ鏡θ忍）宮終點(diǎn)應(yīng)力錄（強(qiáng)MP牢a廢）偵備參疼搭注盾1-1`釀2.527啞2.520跌0攝0.0038傷0.9962見1138.2躁1`-2`飼1.508遞1.500常0.0717戰(zhàn)0.0166蕩0.9835披1142.5皮2`-遵3`燙1.508降1.500農(nóng)0.0717炊0.0166導(dǎo)0.9835柏1161.7止3拐`-3`間`背2.794式2.786綢0贏0.0042像0.9958梅1181.2妄3`攔`艱-瞇4惡`自3.998脈3.994圾0.0758蝦0.0212扔0.979松1叼1186后.2趣4船`-4`課`膝10.489嗓10.489驅(qū)0簡(jiǎn)0.0157或0.9844拼1211.5支跨中直線段劉4``-5`從3.995衰3.985朱0.1209款0.0302乳0.9703仇1230.7島5`-5``乞10.348逃10.272影0扣0.0154替0.9847無1268.4工5``-6`惠1.998槽1.993吃0.1209忌0.0272笨0.9732正1288.1芝6`-7`牢1.051陰1.050涂0.0717紛0.0159閣0.9842舌1323.5簽7`-8`域2.250工2.248昆0.1297匠0.0293繼0.9711吼1344.8冷8`-9誘4.893凡4.852漁0斷0.0073幫0.9927書1384.8神合臣家隊(duì)計(jì)靠47.359蠅47.189僵0.6624愈注：表扶中尊L腹T漆為預(yù)應(yīng)力筋長(zhǎng)框度圖，御x孔為預(yù)應(yīng)力筋水嫁平投影長(zhǎng)度促5.層4集.3疾辮根據(jù)設(shè)計(jì)圖給曠定的曲線坐標(biāo)聲要素，留列表計(jì)低算夫W丑4占后桐，計(jì)算達(dá)到寄設(shè)計(jì)墨張拉力后的鋼踢束伸長(zhǎng)值心：118792.02×1.95×105（δi1+δi2）LTi2Ey眼建Δ口L宗w悼4孕=靠∑賓==118792.02×1.95×105（δi1+δi2）LTi2Ey礦材撇W桃4刺達(dá)到初富始張拉力后左的吩鋼束初伸長(zhǎng)值：305305×4687203124800橋Δ垮L替w刊4持初唐=始持忘退=閉46丙（窄m技m阻）間（或采用實(shí)際猴張拉過程中相抓鄰級(jí)的伸長(zhǎng)值折，作為初應(yīng)力怨伸長(zhǎng)值，即應(yīng)縫力增鳥加宜15士%下的伸長(zhǎng)值）殊5.想5錢、吉一聯(lián)第七悅跨芬W5匪束各段終點(diǎn)應(yīng)賣力計(jì)算狹5.嘆5仰.1壞槽計(jì)算簡(jiǎn)圖：鉤5.程5澆.2站避一聯(lián)第七垂跨穗W紛5濕束各段泥終點(diǎn)應(yīng)力表思：斥線段編號(hào)稿L減T牛（望m昂）俘X玻（謊m丹）躲θ獻(xiàn)(故rgd)鴨κ律χ撥+魚μθ療e絕-炊（慢κ還χ盤+援μ叨θ蹈）禮終點(diǎn)應(yīng)力去（留MP扔a下）輝備農(nóng)暈虜注擁1-1`佛2.023揀2.020炕0悠0.0030媽0.9970類1162.7尼1`-2`狡1.505宋1.500錯(cuò)0.0717墾0.0166陵0.9835毫1166.2潔2`-偉3`繞1.505愚1.500豈0.0717步0.0166搬0.9835誕1185.8蕩3畏`-3`枝`踩2.787繳2.783托0物0.0042飽0.9958立1205.7來3`萬`曬-梳4作`冶3.999桐3.997乖0.0553鹽0.0171孫0.9831朽1210.7掉4奶`-4`姓`館10.489苗10.489板0趴0.0157恢0.9844誦1231.6雖跨中直線段巷4``-5`震3.997漫3.992謹(jǐn)0.0892饅0.0238裙0.9765櫻1251.1綿5`-5``搶10305爐10.264淋0絲0.0154守0.9847俯1281.2塌5``-6`龍2.251脖2.244歌0.0892串0.0212衡0.9790律1301.1晉6`-7`斤0.752脖0.750覆0.0717殼0.0155暑0.9847銜1329.0艙7`-8`兼2.597料2.592道0.1079強(qiáng)0.0255射0.9749稍1349.6淹8`-9賓5.088閃5.058綱0垮0.0076皺0.9924鉗1384.4綱合肢賞虜計(jì)賺47.298書47.189嗓0.5567殖注：表惰中攀L生T曾為預(yù)應(yīng)力筋長(zhǎng)垃度程，殺x喪為預(yù)應(yīng)力筋水溉平投影長(zhǎng)度羽5.平5黃.3漫香根據(jù)設(shè)計(jì)圖給酷定的曲線坐標(biāo)肅要素，芬列表計(jì)答算削W恐5止后雞，計(jì)算達(dá)到葵設(shè)計(jì)斗張拉力后的鋼懶束伸長(zhǎng)值富：120300.32×1.95×105（δi1+δi2）LTi2Ey得聽Δ兆L掃w動(dòng)5含=烏∑封==120300.32×1.95×105（δi1+δi2）LTi2Ey撲5.桐5袋.4傘河W莖5堵達(dá)到初洪始張拉力后敬的駕鋼束離伸長(zhǎng)值：308308×4687203124800送Δ囑L責(zé)w把5區(qū)初團(tuán)=爆光鵲脂=吩46扣（桿m絮m酸）伯（或采用實(shí)際譯張拉過程中相援鄰級(jí)的伸長(zhǎng)值調(diào)，作為初應(yīng)力崗伸長(zhǎng)值，即應(yīng)汁力增梢加羽15叛%致的伸長(zhǎng)值）各5.乎6盼、幫一聯(lián)第七亮跨陡W6屑束各段終點(diǎn)應(yīng)訴力計(jì)算裹5.形6歉.1群陶計(jì)算簡(jiǎn)圖：丟5.損6厚.2級(jí)敵一聯(lián)第七撿跨告W木6希束各段牲終點(diǎn)應(yīng)力表習(xí)：每線段編號(hào)籃L捏T懷（結(jié)m犧）摘X壇（璃m輸）嚴(yán)θ氏(略rgd)摘κ婚χ埋+死μθ奇e鵝-鐵（艙κ怕χ永+稍μ匪θ卵）排終點(diǎn)應(yīng)力事（吼MP芳a滿）牧備屬湊層注見1-1`嘆3.472室3.471卵0益0.0052蜜0.9948滑1197.6巷1`-2`字4.000哭3.999狐0.0260爐0.0112臨0.9889棒1203.9少2`-2``啞1.051內(nèi)1.051昌0崗0.0016堤0.9984屬1217.4霞2``-3`醉1.504品1.500花0.0717帥0.0166涼0.9835悄1219.3蘇3`-鑒4`沿1.504拔1.500貧0.0717揪0.0166染0.9835屑1239.8顆4`三-4`供`督23.769言23.769德0奏0.0357與0.9650話1260.6蜜跨中直線段料4`雷`抓-挪5始`縮1.504螞1.500東0.0717差0.0166鳳0.9835匠1306.3允5`-6`分1.504捕1.500尿0.0717沖0.0166荷0.9835稻1328.2那6`-6``右1.250叉1.250襲0噸0.0019羅0.9981閃1350.5內(nèi)6``-7`幫2.999受2.998秒0.0473鑼0.0140陡0.9861撞1353.1勸7`-7``汽0.003濤0.003設(shè)0撓0才1格1327.2耍7``-8`割2.999納2.998足0.0473咳0.0140濃0.9861紛1327.2瞞8`-9腎1.650趕1.650包0貪0.0025畏0.9975稅1391.5羽合獵蜻壟計(jì)搬47.209搭47.189造0.4074禁注：表瘦中東L嗚T筋為預(yù)應(yīng)力筋長(zhǎng)雖度元，額x錘為預(yù)應(yīng)力筋水率平投影長(zhǎng)度芹5.憤6紅.3闖頓根據(jù)設(shè)計(jì)圖給服定的曲線坐標(biāo)夏要素，六列表計(jì)旁算丹W精6娘后繞，計(jì)算達(dá)到爹設(shè)計(jì)勁張拉力后的鋼蝴束伸長(zhǎng)值瞞：121493.92×1.95×105（δi1+δi2）LTi2Ey世迎Δ蒙L浮w墓6梢=本∑盾==121493.92×1.95×105（δi1+δi2）LTi2Ey耗5.姿6艇.4先預(yù)W滾6梅達(dá)到初放始張拉力后稿的派鋼束打伸長(zhǎng)值：312312×4687203124800丈Δ登L摧w蓬6動(dòng)初銷=噸錯(cuò)慌速=畜47御（惑m汽m叔）誼（或采用實(shí)際母張拉過程中相送鄰級(jí)的伸長(zhǎng)值召，作為初應(yīng)力館伸長(zhǎng)值，即應(yīng)刻力增棚加昌15感%肌的伸長(zhǎng)值）恭5.亡7灘、凡一聯(lián)第七初跨偷W20羨束各段終點(diǎn)應(yīng)路力計(jì)算含參溫計(jì)算簡(jiǎn)圖：播皂區(qū)一聯(lián)第七糕跨焦W龜20勻束各段嗚終點(diǎn)應(yīng)力表悠：胞線段編號(hào)興L泉T旁（橋m句）讓X酸（騎m霸）僑θ恐(章rgd)蕩κ嶄χ楊+獵μθ軋e順-備（篩κ由χ田+紫μ蠻θ琴）覆終點(diǎn)應(yīng)力顆（購(gòu)MP符a夸）蝴備贈(zèng)勵(lì)樣注淋1-1`彩1.261唉1.254壁0軟0.0019紋0.9981農(nóng)1240.0經(jīng)1`-2`厚1.499敗1.496鋒0.1046饑0.0232電0.9771遼1242.4技2`-2``凍35.069項(xiàng)35.069歷0贈(zèng)0.0526逆0.9488孟1271.5間跨中直線段論2``-3`曲1.995降1.984文0.1781判0.0386府0.9621籍1340.1歲3`-圣4喪1.032鬧1.016擱0適0.0015霞0.9985編1392.9騰合品界棋計(jì)煙40.856肯40.819犬0.2827濕注：表吉中內(nèi)L踐T筐為預(yù)應(yīng)力筋長(zhǎng)貓度蘿，孩x勿為預(yù)應(yīng)力筋水能平投影長(zhǎng)度商視舊根據(jù)設(shè)計(jì)圖給序定的曲線坐標(biāo)討要素，譽(yù)列表計(jì)豆算桃W幼20頸后提，計(jì)算達(dá)到回設(shè)計(jì)冤張拉力后的鋼騎束伸長(zhǎng)值麗：106814.32×1.95×105（δi1+δi2）LTi2Ey柏膨Δ漢L奸w蠶20尤=畝∑就==顫朵=0.106814.32×1.95×105（δi1+δi2）LTi2Ey岸5.掌7府.4盛貿(mào)W間20饑達(dá)到初欠始張拉力后勝的設(shè)鋼束三伸長(zhǎng)值：274274×2050501367000喬Δ貸L俘w剛20電初惱=閥秒收言=暴41有（融m享m竄）卻（或采用實(shí)際業(yè)張拉過程中相脾鄰級(jí)的伸長(zhǎng)值機(jī)，作為初應(yīng)力跑伸長(zhǎng)值，即應(yīng)水力增刃加付15咱%譜的伸長(zhǎng)值）吐6搖、第晃六苗跨溪—窮第味三辭跨虧，各束達(dá)到設(shè)夫計(jì)初始張拉力蝕及張拉力后各爐鋼束伸長(zhǎng)值計(jì)嚴(yán)算：娃6.1千第化六酸跨愿—南第三跨秧W士7憂束各段終點(diǎn)應(yīng)滅力計(jì)算：車賣計(jì)算簡(jiǎn)圖趣：彩縫意第二埋跨圈W耕7隨束欣終點(diǎn)應(yīng)力表造：蘿線段編號(hào)閱L丟T唉（方m默）按χ身（柔m險(xiǎn)）活θ欄(洞rgd)犬κ識(shí)χ賀+柳μθ劫e俯-駁（輔κ背χ走+頃μ玻θ喊）癥終點(diǎn)應(yīng)力重（孩MP悄a姓）柄備自瘦聯(lián)注茶1-1`蠢1.500描1.500時(shí)0旺0.0023耗0.9978逐1056.5東1`-2`題2.990連2.946互0.2692茶0.0583忽0.9434報(bào)1058.9充2`-3`茫0.838叢0.804找0.0717才0.0155篩0.9846護(hù)1122.4迎3`-3``漸1.910鞠1.832膜0攻0.0027糧0.9973上1140.0喜3``-4`程3.972隨3.918前0.2868和0.0632工0.9387漢1143.0詞4`-4``斬6.079姻6.079田0棉0.0091射0.9909飾1217.7婆跨中直線段節(jié)4``-5`逗3.993斯3.978午0.1474駐0.0354委0.9652仇1228.9竊5`-5``統(tǒng)9.643饅9.538齒0楊0.0143冰0.9858亂1273.2梯5``-6`武2.995成2.984諒0.1474索0.0340努0.9666劣1291.5咬6`-6``劍1.440號(hào)1.440周0吉0.0022籌0.9978漢1336.1舉6``-7`臣1.752均1.750許0.0237尊0.0074總0.9927娛1337.9府7`-8`先1.504交1.500磚0.0717準(zhǔn)0.0166脫0.9835坐1347.7那8`-9`慮1.504刃1.500堤0.0717貌0.0166仇0.9835消1370.3步9`-10趣0.810孕0.810貝0叨0.0012啊0.9988哥1393.3紡合燒菊號(hào)計(jì)鈔40.930滴40.579才1.0896似注：表鴨中蓬L脫T漲為預(yù)應(yīng)力筋長(zhǎng)帝度，豎χ授為預(yù)應(yīng)力筋水鄙平投影長(zhǎng)度。攝抗關(guān)根據(jù)設(shè)計(jì)圖給伐定的曲線坐標(biāo)福要素，娘列表計(jì)算州W中7豬后，計(jì)算達(dá)到義設(shè)計(jì)槍張拉力后的鋼叨束伸長(zhǎng)值架：（δ（δi1+δi2）LTi2Ey101851.72×1.95×105伴辣Δ劣L揀w襯7叔=辰∑稼=歷=倍0.松261洲(膨m)角顛=261描(振mm)261×4687203124800盤燭W桌24營(yíng)達(dá)到秀設(shè)計(jì)昏初股始張拉力后泡的闖261×4687203124800抵Δ驚L乳w費(fèi)7暫初發(fā)=王很=盒39盜（調(diào)m見m欣）剪（或采用實(shí)際仇張拉過程中相敏鄰級(jí)的伸長(zhǎng)值紙，作為初應(yīng)力讀伸長(zhǎng)值，即應(yīng)包力增場(chǎng)加前15襖%位的伸長(zhǎng)值）稻6.答2擇第桑六床跨屈—交第三砍跨筑W干8懂束各段終點(diǎn)應(yīng)站力計(jì)算：餃6.卻2呢.1橋計(jì)算簡(jiǎn)圖：榆6.裙2蟲.2蒙政第二錯(cuò)跨乳W旺8紅束劑終點(diǎn)應(yīng)力表疏：終線段編號(hào)真L煙T爐（延m崇）弄χ靠（任m尾）路θ蓮(橡rgd)倦κ示χ璃+沉μθ舞e渠-偉（頭κ州χ尿+蕩μ裙θ設(shè)）歲終點(diǎn)應(yīng)力灑（研MP環(huán)a嘆）維備佛暫帆注鼠1-1`蓬1.516凱1.508庫(kù)0咸0.0023虜0.9977旦1084.4蹈1`-2`靜3.005兄2.956膽0.1106象0.0266君0.9738旨1086.9脆2`-3`太0.803刑0.785閱0.0717賤0.0155睜0.9846郵1116.2鉆3`-3``寸0.816賓0.797彩0復(fù)0.0012蹈0.9988襲1133.7姓3``-4`心3.984喉3.953暫0.2169秤0.0493逆0.9519無1135.0約4`-4``私8.079蔑8.079斧0主0.0121墳0.9880如1192.4異跨中直線段可4``-5`兩3.991陣3.975裂0.1595此0.0379渴0.9628待1206.8巨5`-5``劍8.654阻8.544絡(luò)0餅0.0128應(yīng)0.9872搞1253.5晨5``-6`姨2.994顏2.981釣0.1595舍0.0364綁0.9643攝1269.7間6``-7`悠2.998臺(tái)2.994煮0.0921回0.0229屈0.9773煮1316.7約7`-7``住0.197貧0.196咳0公0.0003波0.9997腐1347.3晚7`煉`孟-8`粥1.504碑1.500舞0.0717廳0.0166識(shí)0.9835賤1347.7風(fēng)8`-9`亡1.504漸1.500到0.0717姥0.0166呢0.9835宜1370.3鹿9`-10竄0.813站0.810奮0殖0.0012瘡0.9988甲1393.3麻合泳驟飛計(jì)蠻40.858縣40.578弊0.9537超注：表廳中社L柜T萬為預(yù)應(yīng)力筋長(zhǎng)杰度，腐χ殊為預(yù)應(yīng)力筋水協(xié)平投影長(zhǎng)度。蔑6.奧2樣.3溜后根據(jù)設(shè)計(jì)圖給箭定的曲線坐標(biāo)陳要素，勉列表計(jì)隸算躍W狂8制后，計(jì)算達(dá)到歉設(shè)計(jì)柔張拉力后的鋼菊束伸長(zhǎng)值盤：（δ（δi1+δi2）LTi2Ey100652.72×1.95×105先輝Δ柱L林w沒8徐=智∑驟混掠=災(zāi)=0規(guī).健258課(此m)首繩=昂258著(饒mm)258×4687203124800山6.桿2副.4錘W褲24齒達(dá)到叉設(shè)計(jì)旬初遼始張拉力后繁的妥258×4687203124800索Δ石L倡w熔8藝初真=步役=演39兼（香m屈m皮）軋（或采用實(shí)際扇張拉過程中相最鄰級(jí)的伸長(zhǎng)值擋，作為初應(yīng)力湖伸長(zhǎng)值，即應(yīng)陪力增域加虛15駛%德的伸長(zhǎng)值）膠6.驗(yàn)3書第候六粒跨饞—雅第三胞跨配W噸9雀束各段終點(diǎn)應(yīng)曠力計(jì)算：叔6.衡3現(xiàn).1匪計(jì)算簡(jiǎn)圖：濤6.逗3運(yùn).2叛暮第二燭跨塞W機(jī)9撫束搶終點(diǎn)應(yīng)力表去：帥線段編號(hào)木L庫(kù)T賺（霧m輕）槳χ彎（音m作）村θ繁(猴rgd)平κ淚χ隱+巧μθ嫌e早-正（淚κ畜χ濤+隙μ屬θ抓）農(nóng)終點(diǎn)應(yīng)力柄（搬MP基a挪）醒備素文她注誤1-1`跳2.780降2.750飯0傳0.0柜041扯0.9959拉1108.3巾1`-2`姿1.521喘1.500汽0.0717之0.0166作0.9835橋1112.9柜2`-3`彎1.521壁1.500郊0.0717肚0.0166貫0.9835隊(duì)1131.5幅3`-3``落0.196例0.194恥0埋0.0003被0.9997孔1150.5趙3``-4`艦3.993旗3.978祥0.1481乎0.0356技0.9650澆1150.9燒4`-4``凳9.157胖9.157蘿0珍0.0137擔(dān)0.9864閘1192.6誤跨中直線段碼4``-5`俯3.990駝3.970姓0.1737龜0.0407寺0.9601繡1209.1孝5`-5``浸6.884社6.780恒0鐘0.0102石0.9899烤1259.3慎5``-6`隱0.790格0.773誦0.0717返0.0155素0.9846塑1272.2候6`-碰7`顆3.000氏2.977勾0.1737掘0.0392捆0.9616冒1292.0家7`臺(tái)-滑8躍`利2.995幫2.986窯0.1352早0.0315當(dāng)0.9690廟1343.6泄8堪`-慢9庫(kù)4.051侍4.014賀0悉0.0060柳0.9940干1386.6微合穴驚什計(jì)勾40.878渡40.579浙0.8458趟注：表男中斬L革T批為預(yù)應(yīng)力筋長(zhǎng)裂度，碑χ形為預(yù)應(yīng)力筋水份平投影長(zhǎng)度。塊6.琴3勢(shì).3睜肺根據(jù)設(shè)計(jì)圖給酬定的曲線坐標(biāo)茄要素，璃列表計(jì)及算霸W異9婦后，計(jì)算達(dá)到紫設(shè)計(jì)麻張拉力后的鋼繡束伸長(zhǎng)值萍：（δ（δi1+δi2）LTi2Ey101514.12×1.95×105悔牙Δ扔L均w決9耐=卵∑禍=測(cè)=諸0.畢26弊0爬(假m)硬柴=26雜0洲(橋mm)260×4687203124800柳6.佛3盒.4跟W債9譽(yù)達(dá)到遞設(shè)計(jì)略初鮮始張拉力后詢的骨260×4687203124800洲Δ澇L筑w君9薄初伍=涉沖=蔽39臟（珠m蘭m籌）供（或采用實(shí)際袍張拉過程中相陵鄰級(jí)的伸長(zhǎng)值拔，作為初應(yīng)力粉伸長(zhǎng)值，即應(yīng)肉力增指加望15圍%朗的伸長(zhǎng)值）燒6.馳4路第陣六追跨寧—簽第三撞跨面W鉗10自束各段終點(diǎn)應(yīng)率力計(jì)算：谷6.渡4唱.1消計(jì)算簡(jiǎn)圖：似6.爐4反.2飼博第二陪跨乎W據(jù)10盟束房終點(diǎn)應(yīng)力表幣：貴線段編號(hào)駐L孝T彼（怨m于）研χ蕉（漁m寧）傍θ童(肅rgd)政κ秘χ帆+技μθ轎e垃-購(gòu)（吵κ逗χ矩+喂μ披θ肉）趟終點(diǎn)應(yīng)力哨（盒MP濁a探）靠備賊饞末注宿1-1`逢5.047款5.005冰0逃0.0075家0.9925窄1153.0苦1`-2`墻1.997頁(yè)1.992煌0.1297涼0.0289暫0.9715騰1161.7達(dá)2`-3`扇1.253竟1.250欲0.0717少0.0162件0.9839遙1195.8宿3`-3``吃11.832斗11.832艙0深0.0177捐0.9824井1215.3頃跨中直線段哀3``-4`明3.994士3.982拒0.1352帳0.0330廢0.9675避1237.1桑4`-4``贊5.821番5.768此0普0.0087估0.9914喪1278.7蘇4``-5`姑0.765題0.764煌0.0717站0.0155哥0.9846漫1289.7輝5`-或6違`墊2.995節(jié)2.986露0.1352炭0.0315唯0.9690險(xiǎn)1309.9繳6資`-四7緒`飼2.997葡2.992煎0.1047姓0.0254津0.9749秋1351.8騎7贏`-舌8塞4.030廉4.008苗0狼0.0060怕0.9940酷1386.6膏合騙展翁計(jì)貫40.731泥40.579忍0.6482牽注：表痛中館L孝T惑為預(yù)應(yīng)力筋長(zhǎng)撤度，舊χ欲為預(yù)應(yīng)力筋水朵平投影長(zhǎng)度。滾6.啊4簽.3犧歷根據(jù)設(shè)計(jì)圖給顧定的曲線坐標(biāo)尸要素，若列表計(jì)欺算債W喇10碰后，計(jì)算達(dá)到卵設(shè)計(jì)懸張拉力后的鋼鏟束伸長(zhǎng)值忍：（δ（δi1+δi2）LTi2Ey102804.22×1.95×105和鋸Δ嗽L線w該10鮮=式∑葡=竭=您0.竊264該(批m)府末=26床4辨(蛛mm)264×4687203124800達(dá)6.程4匹.4幻W攀10尺達(dá)到譯設(shè)計(jì)舒初曉始張拉力后鏟的若264×4687203124800嬌Δ華L窮w瓜10古初綢=蕩連=螺40今（星m竄m駱）鍛（或采用實(shí)際堅(jiān)張拉過程中相同鄰級(jí)的伸長(zhǎng)值陶，作為初應(yīng)力格伸長(zhǎng)值，即應(yīng)摧力增疏加修15飛%腐的伸長(zhǎng)值）使6.檔5麻第兔六豈跨單—巾第三燃跨伍W婦11守束各段終點(diǎn)應(yīng)刪力計(jì)算：紹6.稠5閱.1演計(jì)算簡(jiǎn)圖：繪6.冷5微.2介晝第二手跨雷W尿11動(dòng)束點(diǎn)終點(diǎn)應(yīng)力表安：也線段編號(hào)促L廢T問（超m撫）火χ勸（刷m遵）撐θ飯(守rgd)呼κ類χ濁+茫μθ索e持-皮（濾κ珍χ甚+蔬μ終θ因）遷終點(diǎn)應(yīng)力摧（錦MP號(hào)a頑）續(xù)備叨捐馳注掠1-1`宴4.031果4.008印0漲0.0060井0.9940構(gòu)1180.2褲1`-2`寒1.755塵1.744昌0.1079背0.0242耍0.9761印1187.4嚇2`-3`拜1.504棉1.500士0.0717威0.0166墓0.9835惡1216.4紡3`-3``浴13.827漸13.827稅0膏0.0207簽0.9795憲1236.9剛跨中直線段濾3``-4`戴3.996常3.989蓄0.1040萍0.0268絮0.9736礙1262.7萬4`-4``勾4.791葬4.765膜0民0.0071較0.9929隊(duì)1297.0顛4``-5`田0.754刑0.754立0.0717穗0.0155商0.9846肅1306.3供5`-6`纖3.005遼2.992芳0.1040交0.0253侄0.9750口1326.7乘6`-7`燦2.999悉2.996達(dá)0.0721喇0.0189菜0.9813蜜1360.7伐7`-8浮4.014鉛4.004攪0串0.0060冷0.9940炭1386.6梁合測(cè)卻減計(jì)穗40.676崗40.579堆0.5314勤注：表羽中榜L者T翼為預(yù)應(yīng)力筋長(zhǎng)成度，墊χ網(wǎng)為預(yù)應(yīng)力筋水因平投影長(zhǎng)度。纖6.店5貴.3躺鼓根據(jù)設(shè)計(jì)圖給目定的曲線坐標(biāo)繪要素，醒列表計(jì)線算灘W凳11調(diào)后，計(jì)算達(dá)到敢設(shè)計(jì)眨張拉力后的鋼電束伸長(zhǎng)值廚：（δ（δi1+δi2）LTi2Ey104180.62×1.95×105支擋Δ夫L勻w烈11較=趟∑魔=告=挖0.輛267肝(遷m)離更=認(rèn)267譜(太mm)267×4687203124800距6.婦5撥.4右W扛11灰達(dá)到穩(wěn)設(shè)計(jì)留初凱始張拉力后躁的議267×4687203124800紗Δ援L等w狼11扮初遵=蓄所=躺40竭（風(fēng)m難m州）糞（或采用實(shí)際熔張拉過程中相潑鄰級(jí)的伸長(zhǎng)值引，作為初應(yīng)力狹伸長(zhǎng)值，即應(yīng)彼力增滋加蝶15撒%怕的伸長(zhǎng)值）甘6.粒6泉第熊六田跨疫—冬第三厭跨紗W朗12形束各段終點(diǎn)應(yīng)汽力計(jì)算：膠6.宴6數(shù).1擁計(jì)算簡(jiǎn)圖：交6.糕6孝.2憶報(bào)第二診跨已W毯12昨束仰終點(diǎn)應(yīng)力表展：窄線段編號(hào)猛L鎖T漠（道m(xù)萍）貍χ夏（落m逆）墓θ啞(急rgd)紫κ勾χ提+店μθ棟e率-抬（狡κ駕χ筑+刑μ塞θ責(zé)）嘩終點(diǎn)應(yīng)力蓮（辨MP唐a漂）橫備垃扣諷注烈1-1`韻2.250殲2.250驟0箱0.0034怕0.9966所1217.2刊1`-2`雕1.510作1.500欺0.0944隸0.0211仗0.9791膝1221.3旨2`-3`清1.510織1.500史0.0944有0.0211齡0.9791杏1247.4妄3`-3``侵27.579延27.579到0掌0.0414像0.9595喂1274.0及跨中直線段歲3``-4`拖1.510腎1.500活0.0944掙0.0211多0.9791伍1327.8凳4`-拉5險(xiǎn)`晚1.510終1.500購(gòu)0.0944洗0.0211去0.9791僻1356.1難5登`-日6鎖4.750愧4.750勿0訊0.0071贏0.9929藥1385.1且合飾波敏計(jì)站40.619合40.579類0.3776脖注：表替中隙L員T社為預(yù)應(yīng)力筋長(zhǎng)師度，奧χ械為預(yù)應(yīng)力筋水灶平投影長(zhǎng)度。數(shù)6.割6懼.3爭(zhēng)雙根據(jù)設(shè)計(jì)圖給射定的曲線坐標(biāo)奮要素，振列表計(jì)腸算督W退12爽后，計(jì)算達(dá)到霧設(shè)計(jì)象張拉力后的鋼丙束伸長(zhǎng)值即：（δ（δi1+δi2）LTi2Ey106174.12×1.95×105端協(xié)Δ胃L御w挑12忠=圾∑周=束=弊0.肉272仙(鉛m)避臂=篩272亞(熔mm)272×4687203124800母6.典6暗.4鈔W影12姑達(dá)到背設(shè)計(jì)尼初鉆始張拉力后春的曉272×4687203124800蕉Δ挽L激w菜12漸初期=瓦考=咐41足（糖m撕m記）視（或采用實(shí)際旱張拉過程中相敲鄰級(jí)的伸長(zhǎng)值曲，作為初應(yīng)力叛伸長(zhǎng)值，即應(yīng)掃力增誓加淡15延%砌的伸長(zhǎng)值）耳6.賭7暑第赤六托跨犬—統(tǒng)第三歐跨衛(wèi)W取21要束各段終點(diǎn)應(yīng)來力計(jì)算：兄6.奶7當(dāng).1墊計(jì)算簡(jiǎn)圖：捷6.驅(qū)7烘.2悅蒙第二倘跨資W講21暢束括終點(diǎn)應(yīng)力表戚：莫線段編號(hào)微L屆T賽（闊m勾）宅χ弓（雄m閱）姑θ此(讓rgd)駝κ燒χ雷+掛μθ敗e壞-饑（各κ爆χ?jǐn)_+趟μ青θ陽(yáng)）啞終點(diǎn)應(yīng)力塔（替MP豬a且）塌備產(chǎn)斯教注奉1-1`啦1.559機(jī)1.553宣0團(tuán)0.0023紅0.9977鼠1240.7雅1`-2`煩1.499熊1.497潮0.0911絡(luò)0.0205也0.9797騙1243.6鋸2`-稻2`綠`幸36.129志36.129玩0桃0.0542置0.9472脫1269.4夠跨中直線段鵝2``丑-3`榴1.995木1.984聽0.1781第0.0386刷0.9621垂1340.1足3`-4格1.032嬌1.016凳0阻0.0015燙0.9985兆1392.9類合紀(jì)拌清計(jì)伏42.214里42.179黑0.2692廈注：表斷中類L霧T江為預(yù)應(yīng)力筋長(zhǎng)擾度，軟χ巖為預(yù)應(yīng)力筋水僅平投影長(zhǎng)度。匙6.童7長(zhǎng).3蛛哨根據(jù)設(shè)計(jì)圖給笨定的曲線坐標(biāo)構(gòu)要素，團(tuán)列表計(jì)森算堪W振21第后，計(jì)算達(dá)到擾設(shè)計(jì)掘張拉力后的鋼寧束伸長(zhǎng)值車：110248.12×1.95×105（δi1+δi2）LTi2Ey拌炎Δ愿L兵w債21框=零∑緒=藏=鍵0.110248.12×1.95×105（δi1+δi2）LTi2Ey283×2050501367000旦6.顧7縱.4貿(mào)W舊21鼓達(dá)到可設(shè)計(jì)星初早始張拉力后屠的殊283×2050501367000減Δ茂L遞w章21咐初污=刑惜=傍4積2勉（施m擁m呆）求（或采用實(shí)際霞張拉過程中相啞鄰級(jí)的伸長(zhǎng)值陰，作為初應(yīng)力喇伸長(zhǎng)值，即應(yīng)目力增潔加?jì)D15煌%鵝的伸長(zhǎng)值）帽7挑、孔第優(yōu)二閣跨堤各啄束達(dá)到設(shè)計(jì)初熱始張拉力及張線拉力后各鋼束撤伸長(zhǎng)值計(jì)算：灶7.1肌第挎二下跨厲W壟13掛束各段終點(diǎn)應(yīng)斷力計(jì)算：討鵲檢計(jì)算簡(jiǎn)圖邁：蘇壁W蜂13踩束住各段終點(diǎn)應(yīng)力淹表答：勸線段編號(hào)昂L破T銹（干m罩）貫χ鄰（碗m孩）響θ鄭(辨rgd)宣κ禁χ沈+槍?duì)苔葏se浪-艇（補(bǔ)κ駐χ武+暈μ瘋θ遮）腎終點(diǎn)應(yīng)力彼（贏MP咱a休）滲備亂峽捕注內(nèi)1-2扎2.235括2.217地0擊0.0033傅0.9967所1103.1現(xiàn)2-3扛1.517艘1.546塞0.1517多0.0327港0.9679榮1106.8耍3-4扇2.601轎2.524離0旁0.0038缸0.9962胸1143.5格4-5決2.439剛2.466釣0.2439好0.0525節(jié)0.9489罪1147.8腥5-6號(hào)3.122泥3.122歌0芹0.0047辱0.9953帳1209.6憤跨中直線段犯6-7銳2.112胡2.097惠0.2112旗0.0454糾0.9556爭(zhēng)1215.4蒜7-8寄7.084勻6.927幸0區(qū)0.0104閣0.9897笨1271.8嬸8-9鮮2.112裕2.097越0.2112式0.0454繭0.9556屬1285.1牢9-10頸1.218礙1.218淡0泉0.0018降0.9982手1344.8姨10-11螺1.426聰1.436時(shí)0.1426她0.0307脂0.9698匪1347.2廚11-12汗2.815藍(lán)2.786嬌0貿(mào)0.0042泳0.9958抱1389.1化合照責(zé)育計(jì)國(guó)28.681爭(zhēng)28.436拘0.9606化注：表呈中閉L絞T泛為預(yù)應(yīng)力筋長(zhǎng)槍度，搜χ錘為預(yù)應(yīng)力筋水跌平投影長(zhǎng)度。完茅慕根據(jù)設(shè)計(jì)圖給般定的曲線坐標(biāo)唐要素，前列表計(jì)芝算眉W侍13鞭后煉，計(jì)算達(dá)到馳設(shè)計(jì)絹張拉力她后的鋼束伸長(zhǎng)朗值些：（（δi1+δi2）LTi2Ey71571.52×1.95×105陰釋?duì)お{L孔w主13薯=蜻∑益=羨=莊0.拳184等(挑m)溫借=18471571.52×1.95×105驚法W觸13寄達(dá)到汪設(shè)計(jì)滾初產(chǎn)始張拉復(fù)力胃后辣的伸長(zhǎng)值計(jì)算過：184184×468723124800刃Δ舉L緊w泡13蠶初銜=嘉兇=玻28潛（旨m礎(chǔ)m標(biāo)）趙（或采用實(shí)際懸張拉過程中相傾鄰級(jí)的伸長(zhǎng)值秒，作為初應(yīng)力腸伸長(zhǎng)值，即應(yīng)王力增鉆加結(jié)15緞%元的伸長(zhǎng)值）娃7.2申第茂二察跨陣W喇14鵲束各段終點(diǎn)應(yīng)燃力計(jì)算竿：否銜數(shù)計(jì)算簡(jiǎn)圖沾：殖嗎W為14活各段終點(diǎn)應(yīng)力暴表顯：嘩線段編號(hào)翻L喉T嘗（威m軋）長(zhǎng)χ配（倉(cāng)m鋤）死θ萄(駝rgd)央κ汁χ搭+陸μθ化e鉆-壞（鞠κ渠χ醒+吃μ糧θ闊）眼終點(diǎn)應(yīng)力驟（挑MP醬a疤）厲備笨嗚嚇注誓1-2鐘2.852煮2.826刻0座0.0042維0.9958著1106.9慮2-3儲(chǔ)0.352扣0.348艇0.0352猶0.0076井0.9925漿1111.6壞3-4輩3.536址3.485歪0犬0.0052齒0.9948望1120.0白4-5員1.702酬1.695績(jī)0.1702哄0.0366蔽0.9641罷1125.8黨5-6柜4.391沈4.391政0屆0.0066蘇0.9934攜1167.8借跨中直線段奉6-7始2.367體2.345腫0.2367楊0.0509同0.9504后1175.5們7-8廚5.851喜5.688侮0估0.0085村0.9915好1236.9矩8-9授2.367殼2.345凱0.2367枝0.0509循0.9504否1247.5疊9-10離0.480伙0.480緞0而0.0007灌0.9993咬1312.6溫10-11徑2.648緣2.614悲0.2648葵0.0569致0.9447界1313.5惑11-12買2.296競(jìng)2.216矛0破0.0033籮0.9967伏1390.4浸合贈(zèng)驟舊計(jì)使28.815凈28.433粥0.9436理注：表雨中直L嘗T柳為預(yù)應(yīng)力筋長(zhǎng)京度，濁χ暫為預(yù)應(yīng)力筋水禿平投影長(zhǎng)度。介撥束根據(jù)設(shè)計(jì)圖給森定的曲線坐標(biāo)犁要素，嗚列表計(jì)莫算穗W繼14嗎后慘，計(jì)算達(dá)到在設(shè)計(jì)張蔽力后的鋼束伸倦長(zhǎng)值湊：（δ（δi1+δi2）LTi2Ey70368.82×1.95×105曬賴Δ拉L育w索14德=浩∑甚=糞=廁0.赤180鑰（海m另）造張=180圾(有mm)奏黑瞎W潛14噴達(dá)到仗設(shè)計(jì)顛初綢始張拉秋力遮后叔的伸長(zhǎng)值計(jì)算涉：180×4687203124800趕Δ沫L里w支14禿初船=眾枝=伶27鋼（研m王m180×4687203124800株（或采用實(shí)際并張拉過程中相緣鄰級(jí)的伸長(zhǎng)值管，作為初應(yīng)力次伸長(zhǎng)值，即應(yīng)閘力增籠加倆15張%阿的伸長(zhǎng)值）性7.3活、接第宋二親跨若W呢15唐束各段終點(diǎn)應(yīng)奴力計(jì)算雕：講姓臘計(jì)算簡(jiǎn)圖璃：寫途賣W貞15喬束未各段終點(diǎn)應(yīng)力幸表趴：峰線段編號(hào)征L日T煎（巴m搶）恰χ甩（裂m河）掀θ因(包rgd)略κ需χ沾+兵μθ意e漸-郵（惡κ罵χ眼+盒μ脊θ蝦）諷終點(diǎn)應(yīng)力守（煙MP糞a旦）芳備病暈綿注份1-2紫2.617數(shù)2.603深0抓0.0039可0.9961嚼1130.5訓(xùn)2-3匯0.800衛(wèi)0.790拴0.0516吳0.0115滾0.9886劇1135.0術(shù)3-4希1.213慶1.198章0通0.0018至0.9982擴(kuò)1148.1病4-5筐1.565肉1.835邁0.1565即0.0341壺0.9665劃1150.1嫁5-6壟7.546杰7.546誘0從0.0113友0.9887曠1190.0樸跨中直線段筑6-7毫1.921誕1.907消0.1921略0.0413侄0.9596界1203.6蘇7-8尾5.206消5.110齊0伍0.0077恭0.9924蠟1254.3尸8-9廳1.921僚1.907貸0.1921漢0.0413姜0.9596糖1263.9渠9-10錢0.802磁0.802重0鵲0.0012戲0.9988隱1317.1理10-11慈2.46陽(yáng)2.433睬0.2460限0.0528熊0.9485藥1318.7擠11-12規(guī)2.373天2.302駝0慣0.0035件0.9966真1390.3誕合寺鉤填計(jì)絡(luò)28.424藏28.433蘋0.8383蛾注：表期中匪L葉T殊為預(yù)應(yīng)力筋長(zhǎng)誼度，欄χ鍬為預(yù)應(yīng)力筋水逆平投影長(zhǎng)度。70444.42×1.95×105（δi1+δi2）LTi2Ey賓覆根據(jù)設(shè)計(jì)圖紙嶄給定的曲線坐事標(biāo)要素，熟列羽表70444.42×1.95×105（δi1+δi2）LTi2Ey宴粱Δ第L校w睡15墨=遍∑累=搜=孕0.龍181來(妨m)暗=181罵(mm)儀野主啄鞭霸勢(shì)洋嬸絲壇貌弟欣達(dá)到初應(yīng)力時(shí)賽的伸長(zhǎng)值計(jì)算規(guī)：181181×4687203124800雖Δ避L遣w讓15寬初秋=窗溝=喇27凝（位m洲m府）柄（或采用實(shí)際醋張拉過程中相護(hù)鄰級(jí)的伸長(zhǎng)值謊，作為初應(yīng)力島伸長(zhǎng)值，即應(yīng)劉力增左加辟15暫%秩的伸長(zhǎng)值）陶7.砍4博、南第云二刮跨夾W曉16稠束各段終點(diǎn)應(yīng)咱力計(jì)算槍：故氏昨計(jì)算簡(jiǎn)圖：按駕務(wù)W航1委6資束各段終點(diǎn)應(yīng)礙力表鍬：紋線段編號(hào)嶼L偏T穩(wěn)（既m倍）伍χ信（場(chǎng)m世）您θ朵(瑞rgd)勁κ標(biāo)χ炎+除μθ販e旺-刊（福κ崖χ載+皆μ脊θ減）軋終點(diǎn)應(yīng)力遺（絲MP腿a盲）垂備妹抓訴注系1-2煩2.528撞2.528晚0掌0.0038肢0.9962拐1238.0牌2-3酬0.961桐0.942莫0.0961撓0.0206友0.9796某1242.8切3-4篩0.563掘0.560舞0亮0.0008綿0.9992蚊1268.6敏4-5賤0.961捏0.942國(guó)0.0961慣0.0206亦0.9796山1269.7堂5-6由15.989姨15.989瞎0窮0.0240米0.9763芝1296.1鋒跨中直線段詠6-7五0.961謙0.942電0.0961員0.0206意0.9796長(zhǎng)1327.6罵7-8斯0.563鍛0.560刮0括0.0008叫0.9992瞧1355.2肥8-9使0.961輔0.942襪0.0961越0.0206繞0.9796仰1356.3佩9-10叔5.028仇5.028形0紐0.0075邊0.9925植1384.5粥合因航尤計(jì)拖28.515劫28.487茫0.3844徐注：表袖中成L習(xí)T喝為預(yù)應(yīng)力筋長(zhǎng)紋度，乎χ獄為預(yù)應(yīng)力筋水衛(wèi)平投影長(zhǎng)度。75244.02×1.95×105（δi1+δi2）LTi2Ey茶7.斷4成.3銹根據(jù)設(shè)計(jì)圖紙瘡給定的曲線坐必標(biāo)要素，海列席表掃計(jì)算75244.02×1.95×105（δi1+δi2）LTi2Ey竄半Δ規(guī)L與w振1痛6劍=使∑耐=腹=不0.填193監(jiān)(貪m)漿=玩193嗎(mm)喪惹面皇調(diào)醉震限總額巨犧鑒7.輪4捎.4踩達(dá)到初應(yīng)力時(shí)懸的伸長(zhǎng)值計(jì)算侮：193193×4687203124800板Δ腦L架w跪1問6宣初互=岡方=烈29殘（步m屯m猾）符（或采用實(shí)際掉張拉過程中相呢鄰級(jí)的伸長(zhǎng)值盤，作為初應(yīng)力鍛伸長(zhǎng)值，即應(yīng)擱力增禮加陽(yáng)15理%與的伸長(zhǎng)值）抗8秀、第晝一誰(shuí)跨毅各孩束達(dá)到設(shè)計(jì)初吧始張拉力及張肥拉力后各鋼束句伸長(zhǎng)值計(jì)算：澤8.享1香第榴一掛跨早W晃17丙束各段終點(diǎn)應(yīng)秒力計(jì)算匠：茅8挎.滑1趣.1賞插計(jì)算簡(jiǎn)圖：稈8美.非1砌.2因孟W蛙17編束各段終點(diǎn)應(yīng)勝力表循：容線段編號(hào)絹L躍T急（春m甲）采χ駛（景m丈）第θ蠟(盜rgd)翁κ釘χ妄+檢μθ辜e漆-暗（幅κ難χ霞+羞μ捕θ話）養(yǎng)終點(diǎn)應(yīng)力惹（嶼MP茶a估）脖備洗蒙老注宏1-2徹2.425肉2.341巴0矮0.0035休0.9965恭1225.3酸2-3家2.645哄2.614狐0.2645凈0.0568嘆0.9448嫂1229.6侍3-4姿2.256限2.256宿0真0.0034皆0.9966螺1301.5療跨中直線段絡(luò)4-5恐2.716魄2.682話0.2716姥0.0583烘0.9433浸1305.9幕5-6秧5.278書5.084羊0慰0.0076騰0.9924糠1384.4鈔合接鳴趴計(jì)淚15.320蛋14.977塵0.5361段注：表杯中候L皺T盟為預(yù)應(yīng)力筋長(zhǎng)巧度，炭χ帽為預(yù)應(yīng)力筋水約平投影長(zhǎng)度。40506.72×1.95×105（δi1+δi2）LTi2Ey柏8虛.延1團(tuán).3抓根據(jù)設(shè)計(jì)圖紙稅給定的曲線坐姻標(biāo)要素，則列鍬表摘計(jì)算蔬W擇140506.72×1.95×105（δi1+δi2）LTi2Ey柴述Δ造L旨w列17惱=擇∑川=加=杏0.欺104卡(盤m)尤=穗104遇(mm)澇扮暈型餃循警熊交藥獸鬧惱8份.膏1犁.4弊達(dá)到初應(yīng)力時(shí)希的伸長(zhǎng)值計(jì)算鞭：104104×4687203124800宮Δ驚L聯(lián)w沸17露初屆=渠玻=況16工（技m傲m脈）彎（或采用實(shí)際舟張拉過程中相賭鄰級(jí)的伸長(zhǎng)值將，作為初應(yīng)力施伸長(zhǎng)值，即應(yīng)懸力增淺加集15壩%貢的伸長(zhǎng)值）可8.及2紀(jì)第饞一沿跨添W托1桂8怠束各段終點(diǎn)應(yīng)畏力計(jì)算燦：莊8.粘2守.1棒糞計(jì)算簡(jiǎn)圖：散8.奏2絹.2魂宰W匯1艇8捎束各段終點(diǎn)應(yīng)防力表淹：卷線段編號(hào)敬L罷T朵（爸m祝）庫(kù)χ季（冊(cè)m禿）么θ粗(巧rgd)砍κ西χ挽+眼μθ蝶e母-抄（抬κ蒙χ喘+位μ敲θ峰）用終點(diǎn)應(yīng)力正（正MP反a爸）伐備達(dá)蘆以注巨1-2祖0.745男0.723橫0督0.0011育0.9989繩1250.7吳2-3棉2.453母2.433蘆0.2453嗓0.0527燦0.9487溪1252.0嚴(yán)3-4抖5.727鋸5.727胃0復(fù)0.0089棗0.9914突1319.7抓跨中直線段會(huì)4-5為1.884烤1.873府0.1884壞0.0405牙0.9603陳1331.2并5-6萬4.298狡4.222路0襖0.0063祖0.9937根1386.2樓合予浪赤計(jì)長(zhǎng)15.107倚14.978襖0.4227鼻注：表尾中賣L商T兼為預(yù)應(yīng)力筋長(zhǎng)泥度，川χ彎為預(yù)應(yīng)力筋水巷平投影長(zhǎng)度。抹8.落2逆.3袍根據(jù)設(shè)計(jì)圖紙脆給定的曲線坐貫標(biāo)要素，脹列豎表粘計(jì)算起W校1原8域后，計(jì)算達(dá)到臭設(shè)計(jì)搬張拉力后的鋼偏束伸長(zhǎng)值首：40402.72×1.95×105（δi1+δi2）LTi2Ey咽鋼Δ杯L販w晶1堡8新=究∑妻=吊40402.72×1.95×105（δi1+δi2）LTi2Ey月弄民仔瘡嚴(yán)腹挨微棟擾住若8.貍2嘩.4騙達(dá)到初應(yīng)力時(shí)禽的伸長(zhǎng)值計(jì)算刺：104104×4687203124800匠Δ僑L欺w揭1爽8服初飯=略竄=灘16陳（遙m耀m須）痰（或采用實(shí)際母張拉過程中相棗鄰級(jí)的伸長(zhǎng)值粘，作為初應(yīng)力腿伸長(zhǎng)值，即應(yīng)可力增故加釣15暴%滔的伸長(zhǎng)值）曾8.日3自第杯一爪跨省W萬1處9娛束各段終點(diǎn)應(yīng)餃力計(jì)算灑：借8.縱3鎮(zhèn).1破牲計(jì)算簡(jiǎn)圖：朋8.嶼3左.2商攏W惕1潔9侵束各段終點(diǎn)應(yīng)忌力表產(chǎn)：冊(cè)線段編號(hào)愧L早T犯（且m愈）庸χ桃（拒m強(qiáng)）篩θ傾(晶rgd)冒κ忌χ設(shè)+征μθ味e粗-工（償κ奶χ晃+慢μ猛θ興）逢終點(diǎn)應(yīng)力寶（芹MP與a部）節(jié)備陶穩(wěn)張注似1-2捕0.528君0.528扒0訪0.0008柿0.9992薄1283.2肅2-3葬0.961申0.942魄0.0961毫0.0206戒0.9796元1284.3賢3-4速0.563通0.560綱0繼0.0008撒0.9992霞1311.0傘4-5北0.961昂0.942雄0.0961導(dǎo)0.0206富0.9796瞧1312.1眾5-6蘭8.438秋8.438營(yíng)0畢0.0127驅(qū)0.9874太1339.4康跨中直線段色6-7扣1.137濃1.133品0.1137胳0.0244菜0.9759翠1356.5蜻7-8筑2.451息2.435經(jīng)0懶0.0037照0.9964闊1390.0猜合足鐮蝴計(jì)叼15.039爆14.978適0.3059攪注：表躁中置L伙T礎(chǔ)為預(yù)應(yīng)力筋長(zhǎng)粒度，泥χ廟為預(yù)應(yīng)力筋水棟平投影長(zhǎng)度。毒8.嶄3藥.3光根據(jù)設(shè)計(jì)圖紙油給定的曲線坐幟標(biāo)要素，泡列阻表臥計(jì)算乘W紹1浮9酸后，計(jì)算達(dá)到肝設(shè)計(jì)氧張拉力后的鋼行束伸長(zhǎng)值肥：40571.42×1.95×105（δi1+δi2）LTi2Ey積誰(shuí)Δ拾L承w算19燭=義∑倘=橫40571.42×1.95×105（δi1+δi2）LTi2Ey提府距表跟橋切埋帶蜘州頓匹8.踏3別.4氏達(dá)到初應(yīng)力時(shí)云的伸長(zhǎng)值計(jì)算斷：104104×4687203124800江Δ脈L萬w福19酒初家=珠犧=繞16攜（牢m勢(shì)m先）利（或采用實(shí)際沫張拉過程中相邪鄰級(jí)的伸長(zhǎng)值丈，作為初應(yīng)力坑伸長(zhǎng)值，即應(yīng)抖力增博加遇15癥%煤的伸長(zhǎng)值）遠(yuǎn)9滑、爸頂板負(fù)彎矩鋼膽束痛伸長(zhǎng)值計(jì)算崇：拿9斷.1拍頂板負(fù)彎矩廁W快22店束劈按平均張拉劑力摩計(jì)算：較不Ρ晉22去=悼騰0.75飄R牙yb痛×A=186禿0×0.75撒×協(xié)14俗0親×鋒7睛=描1命367100境N=舅1367.1紐KN芹9刑.靜1.1柴犬頂板負(fù)彎矩昨W良22鉗束敞（恨L=缺14.漏0心米草）館達(dá)到設(shè)計(jì)張拉蒼力后的鋼束伸勾長(zhǎng)值：1367100×1367100×140001.95×105×140×7PLEyA諸Δ湖L執(zhí)杠w芳22覽=愧痰豬谷=住獸=垃歪遷兄哲犁斷飯室律刃圖夾枕佛晨矮穗馬窩換元助=喝0.100偶（江m太）歐=擊100山（斷m種m腳）100×2050651367100碑9翼.體1.2寄頂板負(fù)彎矩恥W灣22聾束越（膝L=魯14.開0武米庸）刃達(dá)到設(shè)計(jì)打初始沒100×2050651367100迎Δ芝L粘w脈22晚初三=椅傲=竄1江5吳（縫m司m噴）違（或采用實(shí)際暮張拉過程中相鹿鄰級(jí)的伸長(zhǎng)值懲，作為初應(yīng)力童伸長(zhǎng)值，即應(yīng)撓力增梁加叉15譜%錢的伸長(zhǎng)值）備9.2華頂板負(fù)彎矩昆W鋒2利3仰束害按平均張拉太力滿計(jì)算零：層丈Ρ絨23廉=0.75斥R適yb憤×A=186兄0×0.75饒×鉛14庸0×麗7嗚=挪136710林0三N=廉1367.1鉛KN習(xí)9倉(cāng).籍2.1辭顏頂板負(fù)彎矩貪W堂2草3愉束鞏（確L=凳1擔(dān)0縮.爽0孫米辦）今達(dá)到設(shè)計(jì)張拉仰力后的鋼束伸儲(chǔ)長(zhǎng)值：1367100×1367100×100001.95×105×140×7PLEyA睛Δ輛L筐23乓=煤加=厚劍=己心迅澤英對(duì)設(shè)燥嗚罷越旗河比走梯妨于桐恐翻性豬=工0.騰072隊(duì)（砌m樣）裝=套72舉（強(qiáng)m用m缺）72×2050651367100嗎9.匯2省.2皮頂板負(fù)彎矩鐘W廢22僵束擺（根L=眉1緣0軍.甜0好米李）明達(dá)到設(shè)計(jì)鼓初始渾72×2050651367100帝Δ猶L浩w鉆23伙初害=末蜻=富11踐（傷m餃m簽）獅（或采用實(shí)際冬張拉過程中相蝴鄰級(jí)的伸長(zhǎng)值請(qǐng)，作為初應(yīng)力屠伸長(zhǎng)值，即應(yīng)特力增劈加豬15擇%農(nóng)的伸長(zhǎng)值）那10挨、覆橋面橫向脈鋼引束伸長(zhǎng)值計(jì)算王：度10諒.1漿橋面橫向鋼束窄W擊H庫(kù)束收按平均張拉桃力屋計(jì)算：宮（按單根眾兩幫端義張拉計(jì)算蓋,耳且應(yīng)在砼強(qiáng)度抄達(dá)到設(shè)計(jì)強(qiáng)度幼的清10