本科生畢業(yè)論文（設(shè)計(jì)）題目輕型門式剛架廠房設(shè)計(jì)姓名系別專業(yè)年級(jí)學(xué)號(hào)指導(dǎo)教師職稱講師20年月日中文摘要本工程為某輕型鋼結(jié)構(gòu)門式剛架設(shè)計(jì)。根據(jù)畢業(yè)設(shè)計(jì)任務(wù)書的要求，分建筑與結(jié)構(gòu)兩部分進(jìn)行設(shè)計(jì)。建筑部分，通過查閱鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范GB500172003、簡(jiǎn)明鋼結(jié)構(gòu)設(shè)計(jì)手冊(cè)、福建省建筑設(shè)計(jì)標(biāo)準(zhǔn)圖籍等相關(guān)資料，將門式剛架廠房設(shè)計(jì)為13跨，每跨的間距為30M，總的建筑面積為2160M2。該單層門式剛架結(jié)構(gòu)是以輕型焊接H型鋼（變截面）作為主要承重骨架，用冷彎薄壁型鋼（C型）做檁條、墻梁；以壓型鋼板做屋面、墻面；采用80MM玻璃棉作為保溫隔熱材料并適當(dāng)設(shè)置支撐的一種輕型房屋結(jié)構(gòu)體系。結(jié)構(gòu)部分，根據(jù)已形成的建筑圖及其相關(guān)要求，查閱建筑結(jié)構(gòu)荷載規(guī)范GB500092001、冷彎薄壁型鋼結(jié)構(gòu)技G7427規(guī)范GB500182002、鋼結(jié)構(gòu)G17842接G14422G9869設(shè)計(jì)手冊(cè)、房屋建筑鋼結(jié)構(gòu)設(shè)計(jì)等相關(guān)規(guī)范G2656一G4462G18339的G4466G19481工程設(shè)計(jì)圖，G4557每G8020剛架的G7380G993G2045荷載進(jìn)行計(jì)G12651，G2045用PKPMG17731G1226G4448成剛架的G2524G10714截面計(jì)G12651，G9994G2530通過設(shè)計(jì)規(guī)范的相關(guān)要求，G4557剛架梁、G7621、支撐、檁條等構(gòu)G1226進(jìn)行G12295G4462G5627計(jì)G12651，用AUTOCAD2005分G2047G13484G2058G1998設(shè)計(jì)圖。G7380G2530，G6984G10714計(jì)G12651書并G1998圖。關(guān)G19202G16801輕型鋼結(jié)構(gòu)門式剛架建筑結(jié)構(gòu)規(guī)范設(shè)計(jì)圖ABSTRACTTHISPROJECTISALIGHTSTEELPORTALFRAMEDESIGNUNDERTHEGRADUATIONREQUIREMENTSOFTHETASKBOOK,DIVIDEDINTOTWOPARTSBUILDINGANDSTRUCTUREDESIGNA1BUILDINGPART,BYACCESSTOTHEA2STEELSTRUCTUREDESIGNSPECIFICATIONGB500172003A3A0A2CONCISESTEELSTRUCTUREDESIGNMANUAA3A0A2THEFUJIANARCHITECTURALDESIGNSTANDARDPLANSA3ANDOTHERRELEVANTINFORMATION,THEGABLEDDESIGNEDTO13ACROSSEACHCROSSA30M,TOTALCONSTRUCTIONAREAFOR2160M2THESINGLESTOREYGABLEDSTRUCTUREISTOLIGHTWELDINGHSHAPEDSTEELUNIFORMASTHEMAINLOADBEARINGFRAME,WITHCOLDFORMEDSTEELTYPECDOPURLINBEAMSANDWALLSTOSTEELDOROOFING,WALLA80MMGLASSWOOLASANINSULATIONMATERIALANDAPPROPRIATESETTINGSSUPPORTEDALIGHTHOUSEINARCHITECTURESTRUCTURALELEMENTS,ACCORDINGTOTHEESTABLISHEDBUILDINGPLANSANDRELATEDREQUIREMENTS,CONSULTTHEA2BUILDINGSTRUCTURELOADCODEGB500092001A3A0A2COLDFORMEDSTEELSTRUCTURESSPECIFICATIONGB500182002A3A0A2STEELSTRUCTURECONNECTIONNODEDESIGNMANUALA3A0A2THEHOUSINGCONSTRUCTIONSTEELSTRUCTUREDESIGNA3ANDOTHERRELATEDSPECIFICATIONSANDACERTAINAMOUNTOFACTUALENGINEERINGDESIGN,EACHTRUSSPINOFTHEMOSTUNFAVORABLELOADCALCULATIONS,USEPKPMSOFTWARECOMPLETETHERIGIDFRAMEOFREASONABLESECTION,ANDTHENTHROUGHTHEDESIGNSPECIFICATIONSOFREQUIREMENTSONTHERIGIDFRAMEBEAMSANDCOLUMNS,SUCHASSUPPORT,PURLINS,COMPONENTFORSTABILITYWITHAUTOCAD2005RESPECTIVELYOUTDESIGNFINALLY,AFINISHINGACCOUNTBOOKANDPLOTKEYWORDSLIGHTWEIGHTGABLEDBUILDINGSTRUCTURESPECIFICATIONDESIGNSKETCHA5A4A7A6A8A95A11A10A12A135A11A10A14A156A17A11A10A16A186A20A11A10A14A15A21A22A16A13A237A24A19A16A188A24A19A25A26A2728A29A28A16A1832A17A31A30A29A2832A20A29A28A32A3332A35A29A28A34A18351A37A36A38352A40A39A41A42A43A44A45A46A47353A44A45A16A18364A49A28A24A48A50A51A52A53375A49A28A54A48A50A51A52A5338A56A55A16A18391A58A57A59A60A61A62A63A64A44A65A66A44A45A34A18392A60A61A67A68A69A70A71A72A73403A74A75A69A69A70A71A72A73414A76A77A77A78A79A8042A81A82A79A80A67A80A83431A79A80A84A85432A86A87A88A89433A90A91A80A83434A92A93A94A95445A96A97A92A93A80A83446A98A99A80A83457A100A99A80A8345A101A69A79A80A67A80A83451A79A80A84A85452A86A87A88A89463A90A91A80A83464A92A93A102A103A104A92A93A105A106A94A95465A96A97A92A93A80A83466A98A99A80A83477A100A99A80A8347A107A108A79A80A67A80A8347A109A108A79A80A67A80A8348工程概況A110A111A112A113A114A115A116A117A118A119A120A121A122A123A124A125A126A123A124A127A128A129A114A130A131A119A132A133A134A135A136A137A138A139A128A140A141A142A143A144A145A138A136A146A147A148A149A150A151A152A153A154A155A156A157A158A159A160A161A162A163A164A165A166A167A168A16921602MA157A159A160A170A171A172A173A164A174A167A175A149A176A174A167A177A178A164A174A167A179A180YX56180720A181A182A183A184A18580MMA186A187A188A189A190A191A192A163A164A193A194A173A195A196A179A180A197A198A167A164A195A199A200A201A169A202A203A164A204A205A179A180A206A207A154A208A209A169Q235CA183A208A164A210A211A168A212A213A214032KNMA215A216A154A217A218A219A220A169A2211A222A223A224A225A226A227A228A229A223A230A231206OCA232A233A234A235A236A237A238A239282OCA232A233A240A235A236A237A238A239133OCA241A242A243A244A24502KNMA246A247A248A245A249A237A246A247A2481100MMA250A251A252A253A245A254A2552A23A180A0A1A69A2A163A136A3A4A69A2A5A6A181A7A180A0A1A136A8A94A9A10A11A0A1A12A13A14GB500092001A15A16A173A18A94A9A6A19A19A154A20A21A163A97A22Q23A187A24A188A25A26A187A22A113A191A27A192A26A25A24A192A187A28A194A22A71A29A196A30A31A32A25A187A33A196A34A31A25A25A187A33A196A34A31A26A28A28A18A202A35A202A202A202A204A194A205A36A26A28A28A190A35A37A28A28A190A194A181A7A19A154A110A38A20A21A17荷載取值A(chǔ)39A210A40A41A211A42A43A44A45A46A47A48A49A50A51A139A52A53A54A55A56A57A58A590252KNMA60A61A62A63A64A65022KNMA73A66A67A68A700152KNM062KNMA72A74A75A76A77A214A78A79A80A74A75A76A77A123A81A82A83A80A218A84A75A762002KNMA85A131A86A87A88A89A90A91A92A93A131A86A87A880302KNMA219A176A95A96A98A99A100A101A102A149A103A176A104082KNMA105A106A107A108A109A111A112A114A115A116A117A118A119A120A121A225A122A124A125A112A114A126A226A227A127A128A129A229A130A132A133A134A135A137A138A140A141A142A143A144A145A146A147A148A150A151F1KNA152A153A155荷載組合一荷載計(jì)算A235A156A157A158A159A159A160A161A156A162A164A165A166A167A168KA169A170A171A172A173A174A175A177A164A178A179GBJ9A23787A170A182A183A184A185A186A162A183A189A193A162A183A195A241A197A198A199A168A169A170A244A200A2011A203A1641Q06636KNM2A206A1642Q0920361242KNM3A162A177A164A245A2071105025086126KNMA245A182A18321051086504KNMA246A2073105065086328KNMA246A182A1834105055086277KNM二荷載組合（設(shè)計(jì)值）A247A208A209A212A213A215A216A217A220A221GBJ987A222A223A224A228A250A230A216A217A222A231A232A233A234A23612A228A238A239A216A217A222A231A232A233A234A23614A2401A242A217A243A217Q12361412422171KNM2A248A249A251A2491NM2Q12361412661KNM3A252A253085A254A255A253A176A0A253A231Q1236085A2114124214504A1131KNM2Q1236085A2114124214126A1206KNM內(nèi)力計(jì)算工程名鋼結(jié)構(gòu)PK11EXE日期5/6/2010時(shí)間203753設(shè)計(jì)主要依據(jù)建筑結(jié)構(gòu)荷載規(guī)范GB500092001建筑抗震設(shè)計(jì)規(guī)范GB500112001鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范GB500172003門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程CECS1022002結(jié)果輸出總信息結(jié)構(gòu)類型門式剛架輕型房屋鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范按門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程計(jì)算結(jié)構(gòu)重要性系數(shù)100節(jié)點(diǎn)總數(shù)7柱數(shù)2梁數(shù)4支座約束數(shù)2標(biāo)準(zhǔn)截面總數(shù)5活荷載計(jì)算信息考慮活荷載不利布置風(fēng)荷載計(jì)算信息計(jì)算風(fēng)荷載鋼材Q235梁柱自重計(jì)算信息柱梁自重都計(jì)算恒載作用下柱的軸向變形考慮梁柱自重計(jì)算增大系數(shù)120基礎(chǔ)計(jì)算信息不計(jì)算基礎(chǔ)梁剛度增大系數(shù)100鋼結(jié)構(gòu)凈截面面積與毛截面面積比085門式剛架梁平面內(nèi)的整體穩(wěn)定性不驗(yàn)算鋼結(jié)構(gòu)受拉柱容許長(zhǎng)細(xì)比400鋼結(jié)構(gòu)受壓柱容許長(zhǎng)細(xì)比500鋼梁恒活容許撓跨比L/180柱頂容許水平位移/柱高L/60抗震等級(jí)3鋼結(jié)構(gòu)為考慮地震作用計(jì)算震型數(shù)3地震烈度700場(chǎng)地土類別類附加重量節(jié)點(diǎn)數(shù)0設(shè)計(jì)地震分組G12544G980組G2620期G6252G1955系數(shù)080地震G2159計(jì)算G7053G8873G6403型分G16311G8873結(jié)構(gòu)G19471G4624比0035按GB500112001地震G6940G5224增大系數(shù)1000G12376G15904輸出G1852G18108內(nèi)容標(biāo)準(zhǔn)截面G10317性截面G2507XCYCIXIYA1025000036250027536E02041672E03026850E012025000036250028072E02041677E03028220E013017500035000011486E02085762E04012456E014025000036250028072E02041677E03028220E015017500035000011486E02085762E04012456E01截面G2507IXIYW1XW2XW1YW2Y1032024E00012458E00075963E02075963E02016669E02016669E022031540E00012153E00077440E02077440E02016671E02016671E023030366E00082977E01032817E02032817E02049007E03049007E034031540E00012153E00077440E02077440E02016671E02016671E025030366E00082977E01032817E02032817E02049007E03049007E03柱內(nèi)G2159柱G2507MNVMNV1000103384903392238315490320001033849033922383154903梁內(nèi)G2159梁G2507MNVMNV139223570677861773523730922177352373092115884879488317735237309239223570677864115884879488177352373092恒荷載作用下的節(jié)點(diǎn)位移MM節(jié)點(diǎn)G2507X向位移Y向位移1250122501309165409165500269荷載計(jì)算節(jié)點(diǎn)荷載節(jié)點(diǎn)G2507G5379G11709G3414G11464G2159水平G21590柱荷載柱G2507荷載類型荷載G1552荷載G2454數(shù)1荷載G2454數(shù)20梁荷載G17842G13505數(shù)荷載G1022數(shù)荷載類型荷載G15521荷載G2454數(shù)1荷載G15522荷載G2454數(shù)21111242000111124200011112420001111242000活荷載標(biāo)準(zhǔn)G1552作用下的節(jié)點(diǎn)位移MM節(jié)點(diǎn)G2507X向位移Y向位移1600326003323429423429500659風(fēng)荷載計(jì)算G5050風(fēng)荷載標(biāo)準(zhǔn)G1552作用節(jié)點(diǎn)荷載節(jié)點(diǎn)G2507水平G2159G3414G11464G21590柱荷載柱G2507荷載類型荷載G1552荷載G2454數(shù)1荷載G2454數(shù)211126000212770000梁荷載G17842G13505數(shù)荷載G1022數(shù)荷載類型荷載G15521荷載G2454數(shù)1荷載G15522荷載G2454數(shù)2111507000111507000111329000111329000柱內(nèi)G2159柱G2507MNVMNV10007251502136139725140132000522320602535352234278梁內(nèi)G2159梁G2507MNVMNV13613947156816920471530172920471530179346471578231302477623022535347764771493464776168130247762302G2503風(fēng)荷載標(biāo)準(zhǔn)G1552作用節(jié)點(diǎn)荷載節(jié)點(diǎn)G2507水平G2159G3414G11464G21590柱荷載柱G2507荷載類型荷載G1552荷載G2454數(shù)1荷載G2454數(shù)211277000211260000梁荷載G17842G13505數(shù)荷載G1022數(shù)荷載類型荷載G15521荷載G2454數(shù)1荷載G15522荷載G2454數(shù)2111329000111329000111507000111507000節(jié)點(diǎn)G1403向G708水平向G709位移MM節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X117255329443536600700柱內(nèi)G2159柱G2507MNVMNV10005223206025353522342782000725150213613972514013梁內(nèi)G2159梁G2507MNVMNV12535347764771130247762302213024776230293464776168392047153017361394715681649346471578292047153017地震計(jì)算G5050震G2172標(biāo)準(zhǔn)G1552作用計(jì)算結(jié)果地震G2159計(jì)算G17148量G19610G1025信息G17148量G19610G1025節(jié)點(diǎn)G25071G17148點(diǎn)重量373764水平地震標(biāo)準(zhǔn)G1552作用G5225G4630G2110G215918265G5225G4630G7380G4579地震G2110G2159抗震規(guī)范525G74775980G2520G17148點(diǎn)地震G2159G16855整系數(shù)1000地震G2159G16855整G2530G2110重比0049G125441G6403型結(jié)構(gòu)自G6403G2620期G5062G1068G2620期G6252G1955系數(shù)G712G2345位G121980679G10317G5461向量1000G2520G17148點(diǎn)的水平地震G2159KN18265節(jié)點(diǎn)G1403向G708水平向G709位移MM節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X188288392492588600700柱內(nèi)G2159柱G2507MNVMNV1000524913730652491320005249137306524913梁內(nèi)G2159梁G2507MNVMNV1730659746637905974662379023450300023450333790597466730659746640002345033790234503G6403型G2454與G17148量系數(shù)10000G2503震G2172標(biāo)準(zhǔn)G1552作用計(jì)算結(jié)果地震G2159計(jì)算G17148量G19610G1025信息G17148量G19610G1025節(jié)點(diǎn)G25072G17148點(diǎn)重量373764水平地震標(biāo)準(zhǔn)G1552作用G5225G4630G2110G215918265G5225G4630G7380G4579地震G2110G2159抗震規(guī)范525G74775980G2520G17148點(diǎn)地震G2159G16855整系數(shù)1000地震G2159G16855整G2530G2110重比0049G125441G6403型結(jié)構(gòu)自G6403G2620期G5062G1068G2620期G6252G1955系數(shù)G712G2345位G121980679G10317G5461向量1000G2520G17148點(diǎn)的水平地震G2159KN18265節(jié)點(diǎn)G1403向G708水平向G709位移MM節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X節(jié)點(diǎn)G2507G165X188288392492588600700柱內(nèi)G2159柱G2507MNVMNV1000524913730652491320005249137306524913梁內(nèi)G2159梁G2507MNVMNV1730659746637905974662379023450300023450333790597466730659746640002345033790234503G6403型G2454與G17148量系數(shù)10000荷載G6940G5224組G2524計(jì)算荷載G6940G5224組G2524G2462G5390度G451穩(wěn)定G451G18209G12575計(jì)算鋼柱1截面類型27布置G16294度0計(jì)算長(zhǎng)度LX1614,LY800長(zhǎng)細(xì)比G172X721,G172Y615構(gòu)G1226長(zhǎng)度800計(jì)算長(zhǎng)度系數(shù)UX202UY100變截面H形截面HB1500,B2500,H1500,H2950T110T220T320軸壓截面分類X軸B類,Y軸C類驗(yàn)算規(guī)范門規(guī)CECS1022002柱下G12483柱G990G12483組G2524G2507MNVMNV1000225411463526174265200018621271137118377163000509529991157426661064000302720183729100310865000124065883470689978588360001033849033922383154903700013957661952951112256619800038618222201777613619022220900036551212391699163452721239100003230518055144436295741805511000386182222017776136190222201200036551212391699163452721239130003230518055144436295741805514000124065883470689978588315000103384903392238315490316000139576619529511122566191700063151666167113887251218000424768588672224153219000801941532577255912290200005951317217927392813092100032527180021474043009918849220003045917022139559284361786823000342312048915646431803186272400032164195091486203014017646250003252718002147404300991884926000304591702213955928436178682700034231204891564643180318627280003216419509148620301401764629000631516661671138872512300004247685886722241532310008019415325772559122903200059513172179273928130933000225411463526174265340001862127113711837716350005095299911574266610636000302720183729100310863700020603102898795918175117003800018535930980114165121072039000234431443510305921015113304000021375134549521419352103494100020603102898795918175117004200018535930980114165121072043000234431443510305921015113304400021375134549521419352103494500022541146352617426546000186212711371183771647000509529991157426661064800030272018372910031086490001172546963757092974696500009658371629725763437165100024321140721125772189214072520002038111925953971835711925530002432114072112577218921407254000203811192595397183571192555000117254696375709297469656000965837162972576343716考慮G14157G7507G4636G7366G2530G5390度G712G5390度計(jì)算G6523G2058組G2524G25078,M000,N38618,M177761,N36190考慮G4636G7366G2530G5390度G5390度計(jì)算G5224G2159比0990抗G2110G5390度計(jì)算G6523G2058組G2524G250711,V22220抗G2110G5390度計(jì)算G5224G2159比0386平面內(nèi)穩(wěn)定計(jì)算G7380大G5224G2159N/MMMM19747平面內(nèi)穩(wěn)定計(jì)算G7380大G5224G2159比0963平面G3818穩(wěn)定計(jì)算G7380大G5224G2159N/MMMM18911平面G3818穩(wěn)定計(jì)算G7380大G5224G2159比0922門規(guī)CECS1022002G14157G7507容許高G2414比H0/TW25000G13776G13548容許G4497G2414比B/T1500考慮G4636G7366G2530G5390度G5390度計(jì)算G5224G2159比099008A192A193A19414A179A195A196A230VFA1971064A198W08A199VFA20011232NMM,A2017394DWWVVHTFKN2222KNA198A202A203A204A205A206A207A208A203A182A189A209A1992A21017394DWWVVHTFKN338KN3A2112A212A213A214A215A216A217A218A219A22090024500246762WHMMA221A222A223A225A226A227A228A229A232A233A234A236A221534KA23737235WWWYHTKF1308A238A239A24014A221A241A242A243VFA2441064A245W08A248VFA24911232NMM,7394DWWVVHTFKN942KNA241A250A251A252A253A255A40A0A1A2A3A18A4A5A115A6A40A73A8A9A10A11A10A111A5905DVVA21A24A16A17A19A20A50A22A23A25A14A26A272A621A28A29A30A31A32A33A34A3505DVVA45A46A47A48A49A43A4405DVV3A512A52A53A54A55A56A57A58A6005DVVA69A70A71A72A73A67A6805DVVA63A61A153A74A75A76A77A78A79A80A81A824A83A84A85A86A87A88A89A90A85A86A87A88A91A92A93A94A95A96A97A98A99A100A101A102A103A91A92A100A104A91A92A105A106A102A91A92A107A108A205A93A109A110A111A112A114A116A117A118A119A99KA120A254KHUA121A122A121A158A123A124A125A126A127A128A129A1301KNA131A132A131A133A134A121A135A128A137A124A125A126A131A130A138A231A139A140A141A131A142A143A124A138A144A145KA121A146A142A147A148A149A150A151A152A121A154A155A135A128PKPMA156A157A146A142A121A254A159PKPMA160A216A161A146A142A162A163A216A164A131A121A165A166A154A155A167A168A131A129A130A132A169A170A171A120A139A235A169PKPMA131A156A157A157A172A139A173A146A142A174A175A120A176A1211000052000KHUNMMA254A159A125A177A169A178A179A121A176EIKHA181A182A183A149725XXHI150A121A184A185A121A1860739A12022011102224EXOENEAKNPIA165A166A1210MAX100011XEEXXENMANNW179182920082NMMFA181A187A188A189A131A190A191A192A193A194A195A196A197A1205A198A199A200A201A202A203A204A206A200A201A202A203A207A208A209A210A211A212A213A214A224A2152001075093TEXEXNNNNB230822510710710523544000235YYYBFA217A218A219031YYLIA219A2200932YA220A21962010138600017776101835093229100110471570TYYEBENMNMMFAWA220A221A222A218A223A225A226A227A228A229A230A232A233A234A236A237A236A237A236A237A238A238A239A240A241A242A243A244A245A246A241A242A243A244A245A246A238A247A248A249A250A249A250A249A250A251A251節(jié)點(diǎn)計(jì)算1邊柱與斜梁連接高強(qiáng)螺栓強(qiáng)度驗(yàn)算1A252A253A255A56A79A99A163A252A253A0A1M30A21109A204A23A80A2A97A81A3A97A4A45A5A6A7A8A113A8A83A30A9A10A84A11A113A12A13A30A86A14A15A223A16U045A113A88A17A65A45A5A6A18A89A19A25P355KNA202A22A24A26A25A27M17776KNMN257KNV2222KN3A5A6A91A28A29A177A92A19A92A31A36A32A27A254A33A28A25A93A34A18A19A25A35A37A38A39A113A40A5A6A35A41A92A18A50A42A19A25A43A27111NYYNA44A44A44A44A44A44A44A44（0103504705907108309512）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斜梁與斜梁拼接節(jié)點(diǎn)1A133A134A135A136A137M2895KNMN150KNQ942KN2A138A139A140A141A142A143A144112228950451501709420250454IMYNNKNYNA145A146109A147M24A148A1490808225180TNPKN1NA150TNA151A152A153A154A155A156A157A1583A159A160A156A161A162A164A1651A166A167A168A169A170A171A17262FWTWFFWEENTEBEEEF36144125180102721254502144144125205MMA173A174A175A176A178A179A18028MM3屋脊梁梁拼接節(jié)點(diǎn)1A181A182A183A184A185M553KNMN221KNQ221KN2A186A187A188A189A190A191A19211222255312134120103509512IMYNKNYA193A194109A195M24A196A1970808225180TNPKN1NA198TNA199A200A201A202A203A205A206A2073A208A209A205A210A211A212A2132A214A215A216A217A2186FTENTBF3610018010342450205MM3A219A220A222A224A225A226A22762FWTWFFWEENTEBEEEF36144125180102721254502144144125205MMA228A229A230A231A232A234A23535MM4鋼柱柱腳設(shè)計(jì)A236A237A237A238A239A240A241A242A243A244A245A246A247A248A242A249A250A238A251A252A253A255A12A28A22A0A249A159A115A66A1A2A3M24A116A67A113A58A59A4A97A5A50A6A7A8N386KNA113Q2222KN1A59A4A118A41A50A119A9A10A543238610079/700700CNNMMLBA121A11A41A163221105050791003939NMMMCAA35A58A13A97A41A16322B24505A480A76A14A231A15006222C2MA00607948010921NMMMAX6MTF610921205179MMA254A16A59A4A118A41A50A17A18A19A20A27A16A106A59A21A23A17A41A38A50A17A18A113A24A19A27A1620MMA113A39A25A41A17A820MMA262A59A4A29A30A86A31A36A32Q2222KN043861544FVNKNA99QA39A33A34A37A74A86A31A153A38檁條設(shè)計(jì)與計(jì)算1設(shè)計(jì)資料A73A40A42A43A44A45Q235A46A122A47CA48A49A51A52A53A55A56A132C30080203A51A57A60A61A62A63F215KN/2MMA64A65A68A123A69A70L6MA64A220A71A72A75A77A75A78A110A79A68A64A80A81A65A68A82A79A68A124A75A83A84A852荷載情況A210A8706120722KNMA180A882071428982KNMA89A903622KNM3內(nèi)力計(jì)算A91A92A125A93571OQ3621362KN/MSIN362SIN571036/OXQQAKNMCOS362COS57136/OYQQAKNMA126XA94A95A96223626163/88YXQLMKNMA126YA94A98A100A101A102A103A98A104A105A107A108A103A109A111A98A155A112A102A103A114A117A120A177A127A128A111A98A129A130A131A109A133A95A96223626041/3232XYQLMKNM4截面特性A134A135A136A137A138A139CA140A142A143A144A145A146A147A148A13912MMXI1757077MMYI99874104MMXW125955103MM,MAXYW56324103MM,MINYW18144103MMXI1136MM,YI274MM,TI04394104MMWI163049101010MMOE487MM5有效截面計(jì)算A149A150A151A152A154A156A157A158A160A161A162A164A165A166A167A168A169A170GB500182002A171A172A173A174A175A176A178A179A181A182A183A184A185A172A186A187STSA188A189A176A190A191A192A172A173A193A194A195A174A175A176A196A181A182A178A179A183A197A198A199A174A175A200A201A181A182A178A202A203A204A205A193A206A207A208A181A182A176A209A211A212A213095A176A214A215A216A217A193A218A178A179A219A181A182A221A222A223A224A2255530950951259510119652510ENXXWWMMMAX443MAX0950955632105350410ENYYWWMMMIN443MIN0950951814101723310ENYYWWMM6強(qiáng)度計(jì)算A226A227A228A229A230A232A233A234A235A236A237A238A239A240A241A242A243A244A245A246A247A248A228A249A250A245A2511A2392A252A253A255A6666154MAX16310041101442/1196525105350410XYENXENYMMNMMWWA85FA86205N/MM66154MIN16310041101122/1196525101723310XYENXENYMMNMMWWA85FA86205N/MMA87A0A1A2A3A4A5A6A7A917撓度計(jì)算445755267600012453843842061017570710YKXQLVMMEIA8V/200L30MMA88A9A10A11A12A13墻梁設(shè)計(jì)與計(jì)算1設(shè)計(jì)資料A93A14A15A16A17A18Q235BFA23A19A20CA21A22A36A26A24A25A27A28220752025A36A83A29A30A31A32F205N/2MMA33A63A34A35A37A38A39A402120/VFNMMA41A42A43A44A37A456LMA33A46A47A48A49A38A49A50A103A51A52A41A105A53A42A43A54A55S16MA412荷載情況A109A56A57A58A59A60A61A622051206/KNMA112A64A65A67A68A69A70A712084141176/KNM3內(nèi)力計(jì)算20616096/XQKNM2117616188/YQKNMA72XA114A73A7422188684688YXQLMKNMA72YA114A75A76A77A78A79A75A115A80A81A82A79A84A89A75A90A92A78A79A94A95A96A97A98A99A89A75A119A100A101A102A84A104A73A74A1062209661083232XYQLMKNM4截面選擇及截面幾何特性A122A107A108A110A111A113CA116A117220752025CA118A120A1