學(xué)士單層門(mén)式鋼架畢業(yè)設(shè)計(jì)計(jì)算書(shū)

PAGE目錄TOC\o"1-2"\h\z\uHYPERLINKdesignspecificationofthesteelconstruction","doortypelight-dutyhousesteelconstructiontechnicalregulationofrigidframe",etc.,havedesignedcalculatingtopurlinoftheroofing,craneroofbeam,strongroofbeam,rigidframe,resistingwindpost,supporting,nodeandfoundation,etc.concretly.Amongthem,thedesignofthesteelframeistoloadcalculatingandsectionaloptimumseekingoftheinternalforcethroughresearchinstitutePKPMsteelstructuraldesignsoftwareSTSofthebuildingatfirst,thengetitrightthroughhandsaccordingtotheformulaofstandardizingtheirresultscarryoncheckingcomputations.Keyword:Doortypesteelframe;Intensity;Stability;Deflection;Structure浙江大學(xué)06屆本科生畢業(yè)設(shè)計(jì)第一章緒論第183頁(yè)第一章緒論1.1設(shè)計(jì)資料1.1.1工程概況杭州萬(wàn)杰減速機(jī)有限公司建筑機(jī)械車(chē)間，其廠房長(zhǎng)168m，寬72m，柱距8m，建筑面積12096m2。三跨，每跨設(shè)四臺(tái)16t吊車(chē)，中級(jí)工作制，跨度均為24m，吊車(chē)的軌頂標(biāo)高均為9m。本工程±0.000相當(dāng)于高程5.750m。抗震設(shè)防烈度為6度，場(chǎng)地類(lèi)別為=2\*ROMANII類(lèi)第二組，地基等級(jí)為三級(jí)，巖土工程勘察報(bào)告顯示此區(qū)場(chǎng)地穩(wěn)定性較好，基礎(chǔ)持力層為2層或3層土，地基承載力為100kPa，適宜擬建建筑物的建設(shè)，且擬建建筑物可采用獨(dú)立基礎(chǔ)。1.1.2設(shè)計(jì)遵循的規(guī)范、規(guī)程及規(guī)定（1）建筑結(jié)構(gòu)荷載規(guī)范（GB50009—2001）（2）鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范（GB50017—2003）（3）鋼結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范（GB50205—2001）（4）冷彎薄壁鋼結(jié)構(gòu)技術(shù)規(guī)范（GB50018—2002）（5）鋼結(jié)構(gòu)高強(qiáng)度螺栓連接的設(shè)計(jì)、施工及驗(yàn)收規(guī)程（JGJ82—91）（6）建筑鋼結(jié)構(gòu)焊接技術(shù)規(guī)程（JGJ81—2002）（7）門(mén)式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程（CECS102—98）（8）碳素結(jié)構(gòu)鋼（GB700—88）（9）低合金結(jié)構(gòu)鋼（GB1981—88）（10）建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范（GB50007—2002）（11）鋼結(jié)構(gòu)設(shè)計(jì)手冊(cè)（上冊(cè)）（12）普通高頻焊接H型鋼（JG/137-2001）1.1.3設(shè)計(jì)使用的軟件（1）結(jié)構(gòu)平面計(jì)算機(jī)輔助設(shè)計(jì)軟件(PMCAD)（2）鋼結(jié)構(gòu)設(shè)計(jì)軟件（CAD-STS）（3）鋼結(jié)構(gòu)計(jì)算機(jī)輔助設(shè)計(jì)軟件工具箱（BOX）（4）鋼結(jié)構(gòu)輔助設(shè)計(jì)程序Msteel（5）CuteSer鋼結(jié)構(gòu)節(jié)點(diǎn)設(shè)計(jì)工具箱（6）繪圖軟件（AutoCAD、Msteel、TSSD鋼結(jié)構(gòu)）1.2荷載信息（標(biāo)準(zhǔn)值）1.2.1屋面荷載屋面活荷載彩鋼板屋面屋面檁條支撐自重雪荷載由于活荷載和雪荷載一起發(fā)生的可能性很小，故取兩者中的較大值作為考慮對(duì)象，即在以下設(shè)計(jì)中，只考慮活荷載的作用。1.2.2風(fēng)荷載基本風(fēng)壓1.2.3吊車(chē)荷載每跨4臺(tái)15t吊車(chē)。浙江大學(xué)06屆本科畢業(yè)生畢業(yè)設(shè)計(jì)第二章結(jié)構(gòu)設(shè)計(jì)第二章結(jié)構(gòu)設(shè)計(jì)2.1屋面檁條設(shè)計(jì)2.1.1設(shè)計(jì)資料屋面材料為彩鋼板，屋面坡度為1/20（），檁條跨度為8m，于處各設(shè)一道拉條；水平檁矩1.5m。鋼材采用Q235。2.1.2荷載和內(nèi)力屋面傾角，，。（1）永久荷載標(biāo)準(zhǔn)值（對(duì)水平投影面）彩鋼板（含保溫層）0.15檁條（含拉條）0.08——————————————————（2）可變荷載標(biāo)準(zhǔn)值：屋面均布活荷載或雪荷載最大值為。（3）內(nèi)力計(jì)算檁條線荷載彎矩設(shè)計(jì)值（跨中為最危險(xiǎn)截面）2.1.3截面選擇及強(qiáng)度驗(yàn)算選用卷邊槽形冷彎型鋼，其受力情況見(jiàn)圖2.1.1。圖2.1.1檁條截面力系圖，，，，，，，，，，，，。則實(shí)際均布荷載故前面的荷載計(jì)算較安全。檁條的計(jì)算截面有一拉條連接孔，矩上翼緣110mm，則凈面模量為：屋面能阻止檁條失穩(wěn)和扭轉(zhuǎn)，故只需做強(qiáng)度驗(yàn)算：檁條使用薄壁C型鋼，故還須計(jì)算其有效凈截面模量：，又，故全截面有效。2.1.4施工荷載作用下的驗(yàn)算施工荷載設(shè)計(jì)值（集中荷載）恒載設(shè)計(jì)值（均布荷載）集中荷載在跨度度中點(diǎn)截面面上不產(chǎn)生生彎矩，故故施工荷載產(chǎn)生的的彎矩、各小于屋屋面可變荷荷載作用下下的相應(yīng)值值，因而不不需對(duì)施工工、檢修荷荷載作用下下的檁條抗抗彎強(qiáng)度進(jìn)進(jìn)行驗(yàn)算。2.1.5永永久荷載和和風(fēng)荷載組組合（1）荷載計(jì)算按《建筑結(jié)構(gòu)荷荷載規(guī)范》GB500009—2001，房屋高高度為12.44m時(shí)，取。按按《門(mén)式剛剛架輕型房房屋鋼結(jié)構(gòu)構(gòu)技術(shù)規(guī)程程》CECSS102：2002附錄A，計(jì)算檁檁條時(shí)，當(dāng)當(dāng)時(shí)，取。。垂直屋面的風(fēng)荷荷載標(biāo)準(zhǔn)值值：檁條線荷載彎矩設(shè)計(jì)值故不需進(jìn)行強(qiáng)度度驗(yàn)算。（2）整體穩(wěn)定性驗(yàn)驗(yàn)算跨中有兩道側(cè)向向支承，，，。（取正值）風(fēng)吸力作用使檁檁條下翼緣緣受壓，計(jì)計(jì)算其穩(wěn)定定性為：2.1.6撓撓度驗(yàn)算，可。2.1.7構(gòu)構(gòu)造要求，故此檁條在平面面內(nèi)、外均均滿足要求求。2.1.8坡坡向拉條的的驗(yàn)算拉條布置如圖22.1.2所示，受受力最大的的拉條在屋屋脊處圖2.1.2拉條條布置圖三跨連續(xù)梁中間間支座的反反力為，則則拉條采用，，可2.1.9屋屋脊檁條的的抗彎強(qiáng)度度驗(yàn)算屋面可變荷載及及屋面永久久荷載產(chǎn)生生的屋脊檁檁條內(nèi)彎矩矩為其他中中間檁條的的一半。又又因?yàn)槲菝婷鎯A角很小小，拉條產(chǎn)產(chǎn)生的彎矩矩也很小。故故屋脊處檁檁條抗彎剛剛度可以符符合要求。2.2吊車(chē)梁梁設(shè)計(jì)2.2.1設(shè)設(shè)計(jì)相關(guān)資資料吊車(chē)梁跨度8mm，支承于于鋼柱，采采用平板支支座，設(shè)有有四臺(tái)起重重量Q=166t中級(jí)工作作制（A5）軟鉤吊吊車(chē)，吊車(chē)車(chē)跨度，鋼鋼材采用Q235，焊條為E43型。吊車(chē)采用大連重重工起重集集團(tuán)有限公公司DSQD型。根據(jù)據(jù)鋼結(jié)構(gòu)手手冊(cè)查得，吊吊車(chē)規(guī)格：：吊車(chē)寬度度B=60040m，輪距W=50000m，小車(chē)重g=2..991tt，吊車(chē)總總重G=188.1t，最大輪輪壓，最小小輪壓。吊吊車(chē)輪壓及及輪距見(jiàn)圖圖2.2.1。圖2.2.1吊車(chē)車(chē)輪距及寬寬度2.2.2吊吊車(chē)梁荷載載計(jì)算吊車(chē)荷載的動(dòng)力力系數(shù)為1.05，吊車(chē)荷荷載的分項(xiàng)項(xiàng)系數(shù)為1.40。吊車(chē)荷載設(shè)計(jì)值值為：2.2.3內(nèi)內(nèi)力計(jì)算吊車(chē)梁的最大彎彎矩及相應(yīng)應(yīng)剪力產(chǎn)生最大彎矩的的荷載位置置如圖2.2.2所示，梁梁上所有吊吊車(chē)荷載的的合力位置置為：圖2.2.2吊車(chē)車(chē)梁的最大大彎矩計(jì)算算簡(jiǎn)圖自重影響系數(shù)取取1.03，C點(diǎn)的最大大彎矩為在處相應(yīng)的剪力為為：最大剪力荷載位置見(jiàn)圖22.2.33圖2.2.3吊車(chē)車(chē)梁最大剪剪力計(jì)算簡(jiǎn)簡(jiǎn)圖由水平荷載產(chǎn)生生的最大彎彎矩一臺(tái)吊車(chē)荷載標(biāo)標(biāo)準(zhǔn)值作用用下的絕對(duì)對(duì)最大彎矩矩荷載位置見(jiàn)圖22.2.44圖2.2.4一臺(tái)臺(tái)吊車(chē)荷載載作用下最最大彎矩計(jì)計(jì)算簡(jiǎn)圖為了便于在以后后計(jì)算時(shí)選選用，把上上述計(jì)算所所得的內(nèi)力力匯總于表表2.2.1。表2.2.1吊車(chē)車(chē)梁內(nèi)力匯匯總表用于計(jì)算的項(xiàng)目目標(biāo)準(zhǔn)值設(shè)計(jì)值考慮吊車(chē)臺(tái)數(shù)其他說(shuō)明抗彎強(qiáng)度、整體體穩(wěn)定性、折折算應(yīng)力和和加勁肋間間距相應(yīng)點(diǎn)剪力2臺(tái)考慮自重影響系系數(shù)1.033吊車(chē)梁豎向撓度度1臺(tái)考慮自重影響系系數(shù)1.033抗剪強(qiáng)度、加勁勁肋間距、支支承加勁肋肋2臺(tái)考慮自重影響系系數(shù)1.033上翼緣抗彎強(qiáng)度度2臺(tái)豎向輪壓橫向水平荷載2.2.4截截面選擇采用焊接工字形形吊車(chē)梁，由由上下翼緣緣板及腹板板焊成，采采用沿梁全全長(zhǎng)截面不不變的一層層翼緣板梁梁。鋼材選選用Q235，鋼板厚厚度小于等等于16mm，則腹板高度h的確確定經(jīng)濟(jì)高度要求：：按容許撓度值要要求：根據(jù)以上計(jì)算，發(fā)發(fā)現(xiàn)采用與與相差較遠(yuǎn)遠(yuǎn)，原因是是對(duì)撓度計(jì)計(jì)算時(shí)的應(yīng)應(yīng)力估算值值過(guò)大，根根據(jù)試算確確定。吊車(chē)梁腹板厚度度的確定=1\*GB3①按經(jīng)驗(yàn)公式計(jì)算算：=2\*GB3②按剪力確定：采用。綜上，采用腹板板截面為。吊車(chē)梁翼緣尺寸寸的計(jì)算上翼緣板采用，下下翼緣采用用。2.4.5截截面特性吊車(chē)梁截面見(jiàn)圖圖2.2.5。圖2.2.5吊車(chē)車(chē)梁截面圖圖毛截面特性?xún)艚孛嫣匦陨弦砭墝?duì)y軸的的特性：2.4.6強(qiáng)強(qiáng)度驗(yàn)算（1）正應(yīng)力上翼緣正應(yīng)力驗(yàn)驗(yàn)算：下翼緣正應(yīng)力驗(yàn)驗(yàn)算：（2）剪應(yīng)力平板支座的剪應(yīng)應(yīng)力為：（3）腹板的局部壓壓應(yīng)力采用43kg/m的的鋼軌，軌軌高為140mmm；集中荷載增大系系數(shù)，腹板局部壓應(yīng)力力為：（4）腹板計(jì)算高度度邊緣處的的折算應(yīng)力力2.4.7整整體穩(wěn)定性性驗(yàn)算由于，需要計(jì)算算梁的整體體穩(wěn)定性則整體穩(wěn)定系數(shù)數(shù)為：則修正值為：整體穩(wěn)定性2.4.8撓撓度驗(yàn)算2.4.9腹腹板加勁肋肋設(shè)計(jì)（1）腹板加勁肋計(jì)計(jì)算取加勁肋間距，加加勁肋寬計(jì)算跨中處，吊吊車(chē)梁腹板板計(jì)算高度度邊緣的彎彎曲壓應(yīng)力力為：腹板的平均剪應(yīng)應(yīng)力為：腹板邊緣的局部部壓應(yīng)力為為：1）計(jì)算2）計(jì)算3）計(jì)算則跨中區(qū)格的局局部穩(wěn)定性性為：，滿足要求。（2）支座加勁肋計(jì)計(jì)算取支座加勁肋為為，見(jiàn)圖2.2.66。圖2.2.6吊車(chē)車(chē)梁支座構(gòu)構(gòu)造支座加勁肋的端端面承壓應(yīng)應(yīng)力為：穩(wěn)定計(jì)算：屬b類(lèi)截面，查表得得，支座加加勁肋在腹腹板平面外外的穩(wěn)定性性：2.4.10焊縫計(jì)算算（1）上翼緣與腹板板的連接焊焊縫采用雙面角焊縫縫的自動(dòng)焊焊連接取8mm。（2）下翼緣與腹板板的連接焊焊縫采用雙面角焊縫縫的自動(dòng)焊焊連接取6mm。（3）加勁肋與腹板板的連接焊焊縫（手工工焊）焊縫計(jì)算長(zhǎng)度（暫暫時(shí)取）取取8mm。2.3墻梁設(shè)設(shè)計(jì)2.3.1設(shè)設(shè)計(jì)資料本廠房柱距為88m，根據(jù)墻墻梁布置圖圖，最大檁檁距為1.5m，處設(shè)兩道道拉條，鋼鋼材為Q235。墻面為為壓型鋼板板，自承重重?；撅L(fēng)風(fēng)壓，地面面粗糙度類(lèi)類(lèi)別B。2.3.2荷荷載和內(nèi)力力（1）墻梁采用，自自重6.255kg/mm。（墻體為自承重重墻，自重重不計(jì)）（2）風(fēng)荷載根據(jù)按《建筑結(jié)結(jié)構(gòu)荷載規(guī)規(guī)范》GB500009—2001，房屋高高度為12.4m時(shí)，取。又因?yàn)橹邽?2.44m<188m，屬于低低矮房屋，風(fēng)風(fēng)荷載標(biāo)準(zhǔn)準(zhǔn)值可按《門(mén)式剛剛架輕型房房屋鋼結(jié)構(gòu)構(gòu)技術(shù)規(guī)程程》CECSS102：2002中的維護(hù)護(hù)結(jié)構(gòu)計(jì)算算，取2.3.3截截面驗(yàn)算的截面特性為：：，，，。全截面有效，00.9為拉條孔孔洞的削弱弱系數(shù)。壓壓型鋼板與與墻梁外側(cè)側(cè)靠固相連連，可不計(jì)計(jì)算墻梁的的整體穩(wěn)定定性。2.3.4撓撓度驗(yàn)算2.4剛架設(shè)計(jì)計(jì)2.4.1梁梁柱及節(jié)點(diǎn)點(diǎn)編號(hào)如圖2.4.11所示：圖2.4.1梁柱柱及節(jié)點(diǎn)編編號(hào)2.4.2總總信息（1）荷載計(jì)算=1\*GB3①設(shè)計(jì)資料a.基本資料總跨度（共三跨跨）：柱高：屋面坡度：鋼架間距：房屋總長(zhǎng)：鋼材牌號(hào)：手工焊焊條型號(hào)號(hào)b.荷載屋面材料及自重重標(biāo)準(zhǔn)值（對(duì)對(duì)水平投影影）：彩鋼板板屋面檁條及及支撐（檁檁條水平間間距）屋面均均布活荷載載屋面雪荷載風(fēng)荷載基本本風(fēng)壓地面面粗糙度BB類(lèi)離地面10m和和15m處的風(fēng)壓高高度變化系系數(shù)分別為為。故11.5m處（柱柱頂高度）的風(fēng)壓高度變化系數(shù)為，12.4m處（屋蓋平均高度）的風(fēng)壓高度變化系數(shù)為。風(fēng)荷載體型系數(shù)數(shù)按《建筑筑結(jié)構(gòu)荷載載規(guī)范》GB500009，見(jiàn)圖2.4.2。因房屋高度較小小，不考慮慮風(fēng)振。風(fēng)荷載標(biāo)準(zhǔn)值墻面為自承重體體系，剛架架柱只承受受剛架本身身及墻架的的自重，墻墻架自重假假設(shè)為。圖2.4.2封閉閉雙坡屋面面體型系數(shù)數(shù)=2\*GB3②中間剛架GJ11的荷載設(shè)設(shè)計(jì)（標(biāo)準(zhǔn)準(zhǔn)值）a.屋面永久荷載（按按水平方向向計(jì)）b.墻體重量（按集集中力作用用于柱身）吊車(chē)梁以下：吊車(chē)梁以上：c.墻體等重量（按按集中力作作用于柱身身）吊車(chē)梁以下：吊車(chē)梁以上：d.屋面活荷載（按按水平方向向計(jì)）e.風(fēng)荷載向風(fēng)面柱身均布布線荷載背風(fēng)面柱身均布布線荷載向風(fēng)面屋面均布布線荷載（沿沿豎向和水水平方向）背風(fēng)向屋面均布布線荷載（沿沿豎向和水水平方向）=3\*GB3③中間剛架GJ22的荷載設(shè)設(shè)計(jì)（標(biāo)準(zhǔn)準(zhǔn)值）a.屋面永久荷載（按按水平方向向計(jì)）b.墻體等重量（按按集中力作作用于柱身身）吊車(chē)梁以下：吊車(chē)梁以上：c.屋面活荷載（按按水平方向向計(jì)）d.風(fēng)荷載向風(fēng)面柱身均布布線荷載背風(fēng)面柱身均布布線荷載向風(fēng)面屋面均布布線荷載（沿沿豎向和水水平方向）背風(fēng)向屋面均布布線荷載（沿沿豎向和水水平方向）（2）pkpm輸出的的信息總匯匯結(jié)構(gòu)類(lèi)類(lèi)型:門(mén)式剛架架輕型房屋屋鋼結(jié)構(gòu)設(shè)計(jì)規(guī)規(guī)范:按《門(mén)式式剛架輕型型房屋鋼結(jié)結(jié)構(gòu)技術(shù)規(guī)規(guī)程》計(jì)算算結(jié)構(gòu)重重要性系數(shù)數(shù):11.00節(jié)點(diǎn)總總數(shù):19柱數(shù)::8梁數(shù)::10支座約約束數(shù):44標(biāo)準(zhǔn)截截面總數(shù):111活荷載載計(jì)算信息息:考慮活荷荷載不利布布置風(fēng)荷載載計(jì)算信息息:計(jì)算風(fēng)荷荷載鋼材::Q2335梁柱自自重計(jì)算信信息:柱梁自重重都計(jì)算恒載作作用下柱的的軸向變形形:考慮梁柱自自重計(jì)算增增大系數(shù):11.20基礎(chǔ)計(jì)計(jì)算信息:不計(jì)算基基礎(chǔ)梁剛度度增大系數(shù)數(shù):11.00鋼結(jié)構(gòu)構(gòu)凈截面面面積與毛截截面面積比比:00.95門(mén)式剛剛架梁平面面內(nèi)的整體體穩(wěn)定性:按壓彎構(gòu)構(gòu)件驗(yàn)算鋼結(jié)構(gòu)構(gòu)受拉柱容容許長(zhǎng)細(xì)比比:3300鋼結(jié)構(gòu)構(gòu)受壓柱容容許長(zhǎng)細(xì)比比:1150鋼梁((恒+活)容許撓跨跨比:l/4000柱頂容容許水平位位移/柱高:l/4000抗震等等級(jí):不考慮地地震作用窄行輸輸出全部?jī)?nèi)內(nèi)容節(jié)點(diǎn)坐標(biāo)節(jié)點(diǎn)號(hào)XY節(jié)點(diǎn)號(hào)XY節(jié)點(diǎn)號(hào)XXY(1)0.0008.866(2)244.0088.86(3)48..008..86(4)772.0008.866(5)0..0011..50(66)72.00011.550(7)6.000111.800(8)666.00111.80(9)18..0012..40(10)554.000112.400(11)244.00122.70(112)48..0012..70(13)30.00013.000((14))442.000113.000(15)366.00133.30(16)0.0000.000((17))224.0000.000(18)488.0000.00(199)72.0000.000柱關(guān)聯(lián)號(hào)柱號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ柱號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ柱號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ(1)161(2)1172((3))183(4)194(5)15((6))46(7)211(88)33122梁關(guān)聯(lián)號(hào)梁號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ梁號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ梁號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ(1)5577(2)79(33)8866(4)99111(5)108(66)111133(7)122100(8)1315(99)144122(10)1514支座約束束信息(1))1161111((2))1171111((3))1181111((4))1191111柱上下節(jié)節(jié)點(diǎn)偏心節(jié)點(diǎn)號(hào)柱偏偏心值節(jié)點(diǎn)號(hào)柱偏心值節(jié)點(diǎn)號(hào)柱偏心值節(jié)點(diǎn)號(hào)柱偏心值值(1)00.00(2)00.00(3)00.00(4)00.00(5)00.00(6)00.00(7)00.00(8)00.00(9)00.00(10)00.00(11)00.00(122)0.000(13))0.000((14))0.000((15))0.000((16))0.000(17))0.000((18))0.000((19))0.000標(biāo)準(zhǔn)截面面信息1、標(biāo)準(zhǔn)截面類(lèi)型型(1)116,4000,400,,6600,8..0,14.00,114.0,,55(2)116,3800,380,,5550,6..0,14.00,114.0,,55(3)227,3500,350,,7750,5550,6.00,112.0,,122.0,5(4)116,2200,220,,5550,6..0,14.00,114.0,,55(5)227,3500,350,,5550,7550,6.00,112.0,,122.0,5(6)227,3300,330,,5550,8550,6.00,116.0,,166.0,5(7)227,3000,300,,8850,5000,6.00,110.0,,100.0,5(8)227,3300,330,,8850,5550,6.00,116.0,,166.0,5(9)227,2000,200,,5500,4550,6.00,110.0,,100.0,5(10)227,3000,300,,5500,8550,6.00,110.0,,100.0,5(11)227,2000,200,,4450,5000,6.00,110.0,,100.0,5柱布置截截面號(hào),鉸接信息,截面布置置角度柱號(hào)標(biāo)準(zhǔn)截鉸接截面布柱號(hào)標(biāo)準(zhǔn)截鉸接截面布面號(hào)信息置角度面號(hào)信息置角度(1))1000(22)2000(3))2000(44)1000(5))1000(66)1000(7))2000(88)2000梁布置截截面號(hào),鉸接信息,截面布置置角度梁號(hào)標(biāo)準(zhǔn)截鉸接截面布梁號(hào)標(biāo)準(zhǔn)截鉸接截面布面號(hào)信息置角度面號(hào)信息置角度(1))3000(22)4000(3))5000(44)6000(5))4000(66)7000(7))8000(88)9000(9))10000(100)110002、標(biāo)準(zhǔn)截面特性性截面號(hào)XcYccIIxIyA10.22000000..3000000.1108655E-02200.149936E--030.1157766E-01120.11900000..2750000.8835500E-03300.128804E--030.1137722E-01130.11750000..3250000.9977555E-03300.857761E--040.1121566E-01140.11100000..2750000.5513655E-03300.248855E--040.9929200E-02250.11750000..3250000.9977555E-03300.857761E--040.1121566E-01160.11650000..3500000.1138444E-02200.958844E--040.1145688E-01170.11500000..3375500.8803899E-03300.450012E--040.9993000E-02280.11650000..3500000.1138444E-02200.958844E--040.1145688E-01190.11000000..2375500.2263366E-03300.133342E--040.6673000E-022100.11500000..3375500.8803899E-03300.450012E--040.9993000E-022110.11000000..2375500.2263366E-03300.133342E--040.6673000E-022截面號(hào)ixiyyW1xW22xW1yW2y1.0.262433E+0000.9973011E-0110.3362155E-0220.3362155E-0220.7746799E-0330.7746799E-0332.0.246631E++0000.964423E--0100.303382E--0200.303382E--0200.673392E--0300.673392E--033.0.283358E++0000.839994E--0100.300078E--0200.300078E--0200.490006E--0300.490006E--034.0.235512E++0000.517719E--0100.186678E--0200.186678E--0200.225595E--0300.225595E--035.0.283358E++0000.839994E--0100.300078E--0200.300078E--0200.490006E--0300.490006E--036.0.308827E++0000.811112E--0100.395554E--0200.395554E--0200.580087E--0300.580087E--037.0.284453E++0000.673327E--0100.238819E--0200.238819E--0200.300008E--0300.300008E--038.0.308827E++0000.811112E--0100.395554E--0200.395554E--0200.580087E--0300.580087E--039.0.197782E++0000.445524E--0100.110089E--0200.110089E--0200.133342E--0300.133342E--0310.0.2284533E+0000.6673277E-0110.2238199E-0220.2238199E-0220.3300088E-0330.3300088E-03311.0.1197822E+0000.4445244E-0110.1110899E-0220.1110899E-0220.1133422E-0330.1133422E-0332.4.3內(nèi)內(nèi)力計(jì)算恒荷載計(jì)算節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)號(hào)彎矩垂直力水平力10.0005.6670.00040.0005.6670.00050.0001.5500.00060.0001.5500.0000柱荷載:柱號(hào)荷載類(lèi)型荷載值荷載參數(shù)1荷載參數(shù)20梁荷載:連續(xù)續(xù)數(shù)荷載個(gè)數(shù)荷載類(lèi)型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)21111122.080.0001111122.080.0001111122.080.0001111122.080.0001111122.080.0001111122.080.0001111122.080.0001111122.080.0001111122.080.0001111122.080.000恒荷載標(biāo)標(biāo)準(zhǔn)值作用用計(jì)算結(jié)果果柱內(nèi)力柱號(hào)MNNVVMNV1-63..54599.35-116.211--80.113-46..18166.21214..47911.433.70018.336-79..93-33.703-14..47911.43--3.700--18.336-79..9333.70463..54599.35116.21180.113-46..18-166.21580..13400.51-116.211-1122.993-36..59166.216-80..13400.51116.2111122.993-36..59-166.217-18..36799.933.70032.559-74..95-33.70818..36799.93--3.700--32.559-74..9533.70梁內(nèi)力梁號(hào)MNVMNV1122..93177.95334.24424.662-16..98-144.892-24..62166.98114.899-9.559-15..21200.583-24..62166.98-114.899-1122.993-17..95344.2449..59155.21-220.588-1195.443-14..17411.2959..59155.21220.58824.662-16..98144.896162..84144.21333.755--14.443-13..31-155.667195..43144.17441.299-9.559-15..21-200.58814..43133.31115.66630.773-12..4900.62914..43133.31-115.666-1162.884-14..21333.7510-30..73122.490.622--14.443-13..31155.66恒荷載作作用下的節(jié)節(jié)點(diǎn)位移(mm)節(jié)點(diǎn)號(hào).X向位移Y向位移1-2.770..120.880..33-0.880..342.770..15-0.440..260.440..270.2214..18-0.2214..190.0010..7100.0010..711-0.660..4120.660..413-0.445..3140.445..3150.0013..7活荷載計(jì)算節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)號(hào)彎矩垂直力水平力0柱荷載:柱號(hào)荷載類(lèi)型荷載值荷載參數(shù)1荷載參數(shù)20梁荷載:連連續(xù)數(shù)荷載個(gè)數(shù)荷載類(lèi)型荷載1荷載參1荷載值2荷載參數(shù)21111144.000.0001111144.000.0001111144.000.0001111144.000.0001111144.000.0001111144.000.0001111144.000.0001111144.000.0001111144.000.0001111144.000.000活荷載標(biāo)標(biāo)準(zhǔn)值作用用下的節(jié)點(diǎn)點(diǎn)位移(mm)節(jié)點(diǎn)號(hào).X向位移Y向位移1-3.770..120.550..33-0.550..343.770..15-0.770..260.770..270.1123..88-0.1123..89-0.3323..7100.3323..711-1.000..5121.000..513-0.6625..4140.6625..4150.0045..5風(fēng)荷載計(jì)算左風(fēng)荷載載標(biāo)準(zhǔn)值作作用節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)號(hào)水平力垂直力0柱荷載:柱號(hào)荷載類(lèi)型荷載值荷載參數(shù)1荷載參數(shù)2112.67700.00411.67700.00512.67700.00611.67700.000梁荷載:連續(xù)續(xù)數(shù)荷載個(gè)數(shù)荷載類(lèi)型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)211111-22.050.00011111-22.050.00011111-11.710.00011111-22.050.00011111-11.710.00011111-22.050.00011111-11.710.00011111-22.050.00011111-11.710.00011111-11.710.000節(jié)點(diǎn)側(cè)向向（水平向向）位移(mm)節(jié)點(diǎn)號(hào)δδx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1))6..8(2)3.66(3)4.2(44)33.1(5))6..1(6)5.44(7)5.7(88)55.8(9))5..8(10)5.66(111)6.2(122)55.3(13))6..1(14)5.55(115)5.8(166)00.0(17))0..0(18)0.00(119)0.0柱內(nèi)力柱號(hào)MNVMNNV1122..44-233.82334.19975.66723..82-100.53222..36-500.232.166-3.22250..23-22.16334..20-433.265.40013.66243..26-55.40428..97-188.047.555--27.66218..0477.255-75..67-233.82110.53394.11823..82-33.48627..62-188.04--7.255--52.55718..04111.6573..22-500.232.1665.00850..23-22.168-13..62-433.265.40034.33443..26-55.40梁內(nèi)力梁號(hào)MNVMNV1-94..18-44.67-223.622--10.7734..67111.31210..73-44.67-111.3111.4404..67-133.33321..33-122.547.17752.55712..54-177.444-1..40-44.67113.3331118.4444..67-255.645-16..01-122.54-113.388--21.33312..54-77.176--123..53-99.34-224.42213.8839..34122.107--127..25-122.54-223.65516.00112..54133.388-13..83-99.34-112.100--21.8889..34-00.219-4..66-99.319.55592.9919..31-199.831021..88-99.31--0.7224.6669..31-99.55右風(fēng)荷載載標(biāo)準(zhǔn)值作作用節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)號(hào)水平力垂直力0柱荷載:柱號(hào)荷載類(lèi)型荷載值荷載參數(shù)1荷載參數(shù)211--1.67700.0041--2.67700.0051--1.67700.0061--2.67700.000梁荷載:連續(xù)數(shù)數(shù)荷載個(gè)數(shù)荷載類(lèi)型型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)211111-11.710.00011111-11.710.00011111-22.050.00011111-11.710.00011111-22.050.00011111-11.710.00011111-22.050.00011111-11.710.00011111-22.050.00011111-22.050.000節(jié)點(diǎn)側(cè)向向（水平向向）位移(mm)節(jié)點(diǎn)號(hào)δδx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(11)-33.1((2))-4..2(3)-3.66(4)--6.8(55)-55.4((6))-6..1(7)-5.88(8)--5.7(99)-55.6((10))-5..8(11)-5.33(112)--6.2(133)-55.5((14))-6..1(15)-5.88(116)0.0(177)00.0((18))0..0(19)0.00柱內(nèi)力柱號(hào)MNVMMNNV1-28..97-188.04--7.55527.66218..04-77.252-34..20-433.26--5.400--13.66243..2655.403-22..36-500.23--2.1663.22250..2322.164--122..44-233.82-334.199--75.66723..82100.535-27..62-188.047.25552.55718..04-111.65675..67-233.82-110.533--94.11823..8233.48713..62-433.26--5.400--34.33443..2655.408-3..22-500.23--2.166-5.00850..2322.16梁內(nèi)力梁號(hào)MNVVMMNNV1-52..57-122.54-117.444--21.33312..5477.17221..33-122.54--7.17716.00112..54-133.38310..73-44.67111.31194.1184..67-233.624-16..01-122.54113.3881127.22512..54-233.655-1..40-44.67-113.333--10.7734..67-111.316-92..91-99.31-119.8334.6669..3199.557--118..44-44.67-225.6441.4404..67133.338-4..66-99.31--9.555--21.8889..31-00.729-13..83-99.34112.1001123.5539..34-244.421021..88-99.34--0.21113.8839..34-122.10吊車(chē)荷載計(jì)算吊車(chē)1吊車(chē)連接節(jié)點(diǎn)數(shù)數(shù):22吊車(chē)連接節(jié)點(diǎn)號(hào)號(hào):11,22,最大輪壓在左側(cè)側(cè)產(chǎn)生的各各節(jié)點(diǎn)豎向向荷載(Dmaax在跨左):3444.3100,94..500,,最大輪壓在右側(cè)側(cè)產(chǎn)生的各各節(jié)點(diǎn)豎向向荷載(Dmaax在跨右):944.5000,344..310,,空車(chē)最大輪壓在在左側(cè)產(chǎn)生生的各節(jié)點(diǎn)點(diǎn)豎向荷載載(Wmaax在跨左):00.0000,0.0000,空車(chē)最大輪壓在在右側(cè)產(chǎn)生生的各節(jié)點(diǎn)點(diǎn)豎向荷載載(Wmaax在跨右):00.0000,0.0000,吊車(chē)豎向荷載與與節(jié)點(diǎn)豎向向偏心距(m):0..750,,-00.7500,吊車(chē)水平剎車(chē)力力在各節(jié)點(diǎn)點(diǎn)產(chǎn)生的最最大水平力力(Tmaxx):111.5955,11..595,,吊車(chē)的橫向水平平荷載與各各節(jié)點(diǎn)的垂垂直距離(m):2..200,,22.2000,考慮空間工作和和扭轉(zhuǎn)影響響的效應(yīng)調(diào)調(diào)整系數(shù):1..000吊車(chē)橋架引起的的地震剪力力與彎矩增增大系數(shù):1..000吊車(chē)橋架重量::1195.5550單跨吊車(chē)組合荷荷載折減系系數(shù):0.9900兩跨吊車(chē)組合荷荷載折減系系數(shù):0.8800Dmaax標(biāo)準(zhǔn)值作作用位于跨跨左柱內(nèi)力柱號(hào)MNVMNNV1--53.999342..74-233.77-1556.600-3342.77423..77265.22795..56133.59555.144--95.556-13..59332.551-1..5944.487.2001.559-4..48443.1102..1155.707.388-2.111-5..705-1101.663-1..57-233.77338.8881.55723..776-7.3382..1155.70222.422-2.111-5..70715.7741..06133.59336.455-1.006-13..598-7.220-1..5944.48224.4111.559-4..48梁內(nèi)力梁號(hào)MNVMNNV1--38.88823..66-22.75222.333--23.6662..752--22.33323..66-22.75-110.766--23.6662..75311.4495..79-11.82-222.422-5.7791..82410.77623..66-22.75-227.300--23.6662..755--10.3365..79-11.82-111.499-5.7791..826-9.11410..14-11.023.022--10.1141..027--21.2295..79-11.82110.366-5.7791..828-3.00210..14-11.02--3.100--10.1141..0293.11110..1900.00--3.133--10.1190..00103.11010..1900.00--3.111--10.1190..00Dmaax標(biāo)準(zhǔn)值作作用位于跨跨右柱內(nèi)力柱號(hào)MNNVMNV1--66.66696..75-133.49-552.900--96.77513..49259.227342..79222.411339.299-3342.779-22..413--28.8821..03-44.04--7.011-1.0034..044--37.005-1..77-44.87--6.1221.7774..875--17.9972..25-133.49-117.655-2.22513..4966.112-1..77-44.87-118.9991.7774..8771118.994-1..52222.41-332.8881.552-22..4187.0011..03-44.04-222.544-1.0034..04梁內(nèi)力梁號(hào)MNNVMNVV117.66513..5911.58--8.199--13.559-1..5828.11913..5911.58110.744--13.559-1..583-9.884-4..9611.52118.9994.996-1..524--10.77313..5911.58220.200--13.559-1..5858.444-4..9611.529.8444.996-1..52612.668-8..8711.18--5.6008.887-1..18717.559-4..9611.52--8.4444.996-1..5285.660-8..8711.181.4888.887-1..189-3.222-8..9400.294.9558.994-0..2910-1.448-8..9400.293.2228.994-0..29左來(lái)剎車(chē)車(chē)標(biāo)準(zhǔn)值作作用(Tmmax作用向右)節(jié)點(diǎn)側(cè)向向（水平向向）位移(mm)節(jié)點(diǎn)號(hào)δδx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1))5..0(2)5.22(3)4.4(44)44.6(5))6..7(6)6.33(7)6.8(88)66.4(9))6..7(10)6.33(111)6.7(122)66.4(13))6..7(14)6.55(115)6.5(166)00.0(17))0..0(18)0.00(119)0.0柱內(nèi)力柱號(hào)MNNVMNVV146.440-1..1366.158.0551.113-6..15242.8880..5966.78117.200-0.559-6..78332.881-1..5744.537.3221.557-4..53443.3392..1255.737.411-2.112-5..735-8.005-1..1366.15119.1771.1135..456-7.4412..1255.73222.555-2.112-5..737--17.2200..5966.78224.233-0.5594..818-7.332-1..5744.53224.7111.557-4..53梁內(nèi)力梁號(hào)MNNVMNVV1--19.1185..39-11.40110.766-5.3391..402--10.7765..39-11.40--6.088-5.3391..40311.5575..83-11.83-222.555-5.8831..8346.0085..39-11.40-114.500-5.3391..405--10.4405..83-11.83-111.577-5.8831..836-9.77310..22-11.063.399--10.2221..067--21.3385..83-11.83110.400-5.8831..838-3.33910..22-11.06--2.966--10.2221..0693.11410..28-00.03--3.333--10.2280..03102.99610..28-00.03--3.144--10.2280..03右來(lái)剎車(chē)車(chē)標(biāo)準(zhǔn)值作作用(Tmmax作用向左)節(jié)點(diǎn)側(cè)向向（水平向向）位移(mm)節(jié)點(diǎn)號(hào)δδx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(11)-55.0((2))-5..2(3)-4.44(4)--4.6(55)-66.7((6))-6..3(7)-6.88(8)--6.4(99)-66.7((10))-6..3(11)-6.77(112)--6.4(133)-66.7((14))-6..5(15)-6.55(116)0.0(177)00.0((18))0..0(19)0.00柱內(nèi)力柱號(hào)MNVMMNNVV1-46..4011.13--6.155-8.005-1..1366.152-42..88-00.59--6.788--17.2200..5966.783-32..8111.57--4.533-7.332-1..5744.534-43..39-22.12--5.733-7.4412..1255.7358..0511.13--6.155--19.117-1..13-55.4567..41-22.12--5.733--22.5552..1255.73717..20-00.59--6.788--24.2230..59-44.8187..3211.57--4.533--24.771-1..5744.53梁內(nèi)力梁號(hào)MNVMNV119..18-55.391.400--10.7765..39-11.40210..76-55.391.4006.0085..39-11.403-11..57-55.831.83322.5555..83-11.834-6..08-55.391.40014.5505..39-11.40510..40-55.831.83311.5575..83-11.8369..73-100.221.066-3.33910..22-11.06721..38-55.831.833--10.4405..83-11.8383..39-100.221.0662.99610..22-11.069-3..14-100.280.0333.33310..28-00.0310-2..96-100.280.0333.11410..28-00.03吊車(chē)2吊車(chē)連接節(jié)點(diǎn)數(shù)數(shù):22吊車(chē)連接節(jié)點(diǎn)號(hào)號(hào):22,33,最大輪壓在左側(cè)側(cè)產(chǎn)生的各各節(jié)點(diǎn)豎向向荷載(Dmaax在跨左):3444.3100,94..500,,最大輪壓在右側(cè)側(cè)產(chǎn)生的各各節(jié)點(diǎn)豎向向荷載(Dmaax在跨右):944.5000,344..310,,空車(chē)最大輪壓在在左側(cè)產(chǎn)生生的各節(jié)點(diǎn)點(diǎn)豎向荷載載(Wmaax在跨左)::0.0000,0.0000,空車(chē)最大輪壓在在右側(cè)產(chǎn)生生的各節(jié)點(diǎn)點(diǎn)豎向荷載載(Wmaax在跨右)::0.0000,0.0000,吊車(chē)豎向荷載與與節(jié)點(diǎn)豎向向偏心距(m):0..750,,-00.7500,吊車(chē)水平剎車(chē)力力在各節(jié)點(diǎn)點(diǎn)產(chǎn)生的最最大水平力力(Tmaxx):111.5955,11..595,,吊車(chē)的橫向水平平荷載與各各節(jié)點(diǎn)的垂垂直距離(m):2..200,,22.2000,考慮空間工作和和扭轉(zhuǎn)影響響的效應(yīng)調(diào)調(diào)整系數(shù):1..000吊車(chē)橋架引起的的地震剪力力與彎矩增增大系數(shù):1..000吊車(chē)橋架重量::1195.5550單跨吊車(chē)組合荷荷載折減系系數(shù):0.9900兩跨吊車(chē)組合荷荷載折減系系數(shù):0.8800Dmaax