八层办公楼建筑结构设计计算书

KJ5框架柱截面参数计算表表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N60080076014096311104531126674200101052504797810586316055418836大偏压NMAX与M6008007609243454682032926674200101052502299511061333055418836大偏压上端NMIN与M600800760245527192902726674200101052501169412050032055418836大偏压MMAX与N6008007607394356462074426674200101052502341011061748055418836大偏压NMAX与M6008007606851522721310626674200101052501577311554111055418836大偏压A柱下端NMIN与M6008007609583172830192667420010105250568514144023055418836大偏压MMAX与N70080076013549450323008726674200101052503275310771091055488642大偏压NMAX与M700800760705713929882667420010105250365416441992055488642大偏压上端NMIN与M70080076013549450323008726674200101052503275310771091055488642大偏压MMAX与N7008007607327503241455926674200101052501722611455564055488642大偏压NMAX与M700800760449793305662667420010105250323317241571055488642大偏压B柱下端NMIN与M7008007607327503241455926674200101052501722611455564055488642大偏压MMAX与N60080076013627276124935126674200101052505201710490355055418836大偏压NMAX与M6008007608268399372070326674200101052502336911061707055418836大偏压上端NMIN与M6008007603221234161375726674200101052501642311454761055418836大偏压MMAX与N6008007607222321482246426674200101052502513110963469055418836大偏压NMAX与M6008007606201467411326726674200101052501593311554271055418836大偏压8C柱下端NMIN与M6008007603412795212182667420010105250388516042223055418836大偏压续表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N60080076014782692702133926674200101052502400611062344055418836大偏压NMAX与M600800760578310086157342667420010105250840012846738055418836大偏压上端NMIN与M6008007607889582041355526674200101052501622111454559055418836大偏压MMAX与N60080076010619738061438726674200101052501705411455392055418836大偏压NMAX与M600800760611210766556772667420010105250834412846681055418836大偏压A柱下端NMIN与M60080076032786274052242667420010105250789113046229055418836大偏压MMAX与N70080076017872961931857926674200101052502124611159584055488642大偏压NMAX与M700800760475415732530222667420010105250568814144026055488642大偏压上端NMIN与M70080076017872961931857926674200101052502124611159584055488642大偏压MMAX与N700800760144411745982718266742001010525085384103123722055488642大偏压NMAX与M700800760348616438121212667420010105250478714943125055488642大偏压B柱下端NMIN与M700800760144411014851423026674200101052501689711455235055488642大偏压MMAX与N60080076014671626782340726674200101052502607310964411055418836大偏压NMAX与M600800760896890149994826674200101052501261511950953055418836大偏压上端NMIN与M6008007608355507831645326674200101052501911911257457055418836大偏压MMAX与N60080076010724672141595426674200101052501862111356959055418836大偏压NMAX与M60080076055939693057702667420010105250843712846775055418836大偏压7C柱下端NMIN与M60080076039985531972262667420010105250989312448231055418836大偏压续表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N600800760186361162891602626674200101052501869211357030055418836大偏压NMAX与M6008007601132415697672142667420010105250988112448218055418836大偏压上端NMIN与M60080076010028875531145426674200101052501412111752459055418836大偏压MMAX与N600800760149031211271230426674200101052501497011653308055418836大偏压NMAX与M600800760999216302461292667420010105250879612747134055418836大偏压A柱下端NMIN与M600800760677292089735426674200101052501002012348358055418836大偏压MMAX与N700800760251001570811597926674200101052501864611356984055488642大偏压NMAX与M700800760763224498031152667420010105250578214044120055488642大偏压上端NMIN与M700800760251001570811597926674200101052501864611356984055488642大偏压MMAX与N700800760204781627261258426674200101052501525111553589055488642大偏压NMAX与M700800760629725203624982667420010105250516514543503055488642大偏压B柱下端NMIN与M700800760204781627261258426674200101052501525111553589055488642大偏压MMAX与N60080076017377994941746526674200101052502013211258470055418836大偏压NMAX与M60080076010858142422762426674200101052501029012348628055418836大偏压上端NMIN与M60080076010511763831376026674200101052501642711454765055418836大偏压MMAX与N600800760143651040301380826674200101052501647511454813055418836大偏压NMAX与M600800760979114847065952667420010105250926112547599055418836大偏压6C柱下端NMIN与M600800760754780919932726674200101052501199411950331055418836大偏压续表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N600800760211461601691320226674200101052501586911554207055418836大偏压NMAX与M6008007601295221472760322667420010105250869912747036055418836大偏压上端NMIN与M600800760128911232301046126674200101052501312811851466055418836大偏压MMAX与N600800760187011650071133326674200101052501400011752338055418836大偏压NMAX与M6008007601263622077557232667420010105250839012846728055418836大偏压A柱下端NMIN与M600800760914912806971442667420010105250981012448148055418836大偏压MMAX与N700800760302192114001429526674200101052501696111455299055488642大偏压NMAX与M7008007601031533271831002667420010105250576714144105055488642大偏压上端NMIN与M700800760302192114001429526674200101052501696111455299055488642大偏压MMAX与N700800760252662170451164126674200101052501430711652645055488642大偏压NMAX与M700800760774333977422792667420010105250494614743283055488642大偏压B柱下端NMIN与M700800760252662170451164126674200101052501430711652645055488642大偏压MMAX与N600800760212221470201443426674200101052501710111455439055418836大偏压NMAX与M6008007601241119550963482667420010105250901512647353055418836大偏压上端NMIN与M600800760130441004381298726674200101052501565411553992055418836大偏压MMAX与N600800760180511518581188726674200101052501455411652891055418836大偏压NMAX与M6008007601127720155755952667420010105250826212846600055418836大偏压5C柱下端NMIN与M60080076010028104974955326674200101052501222011950558055418836大偏压续表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N600800760242092101941151726674200101052501418411652522055418836大偏压NMAX与M6008007601545627953455292667420010105250819612946534055418836大偏压上端NMIN与M60080076014248157220906226674200101052501172912050067055418836大偏压MMAX与N60080076020746215032964826674200101052501231411950652055418836大偏压NMAX与M6008007601409628558249362667420010105250760313145940055418836大偏压A柱下端NMIN与M6008007601071916205866142667420010105250928112547619055418836大偏压MMAX与N700800760317122717151167126674200101052501433811652676055488642大偏压NMAX与M7008007601076742806325152667420010105250518214543520055488642大偏压上端NMIN与M700800760317122717311167026674200101052501433711652675055488642大偏压MMAX与N700800760316742773761141926674200101052501408611752424055488642大偏压NMAX与M7008007601081543511924862667420010105250515214543490055488642大偏压B柱下端NMIN与M700800760316742773761141926674200101052501408611752424055488642大偏压MMAX与N600800760235471896121241926674200101052501508511553423055418836大偏压NMAX与M6008007601395025008355782667420010105250824512846583055418836大偏压上端NMIN与M600800760161501324141219726674200101052501486411653201055418836大偏压MMAX与N600800760199411944501025526674200101052501292211851260055418836大偏压NMAX与M6008007601250925613148842667420010105250755013145888055418836大偏压4C柱下端NMIN与M60080076012538137252913526674200101052501180212050140055418836大偏压续表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N60080076023772261014910826674200101052501177412050112055418836大偏压NMAX与M6008007601566834491045432667420010105250720913245547055418836大偏压上端NMIN与M60080076014236190419747626674200101052501014312348481055418836大偏压MMAX与N60080076023510265853884326674200101052501151012049848055418836大偏压NMAX与M6008007601539535095843872667420010105250705313345391055418836大偏压A柱下端NMIN与M60080076014498195258742526674200101052501009212348429055418836大偏压MMAX与N700800760342473319891031626674200101052501298211851320055488642大偏压NMAX与M7008007601295652344024752667420009105250514214143230055488642小偏压上端NMIN与M700800760342473319891031626674200101052501298211851320055488642大偏压MMAX与N700800760340803376341009426674200101052501276011851098055488642大偏压NMAX与M7008007601316153049624812667420009105250514814043208055488642小偏压B柱下端NMIN与M700800760340803376341009426674200101052501276011851098055488642大偏压MMAX与N60080076023304233070999926674200101052501266511851003055418836大偏压NMAX与M6008007601442730527747262667420010105250739313245730055418836大偏压上端NMIN与M600800760159311568421015826674200101052501282411851162055418836大偏压MMAX与N60080076023214237908975826674200101052501242411950762055418836大偏压NMAX与M6008007601436431132546142667420010105250728013245618055418836大偏压3C柱下端NMIN与M60080076016021161680990926674200101052501257611950914055418836大偏压续表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N6008007602265431041872982667420010105250996412348302055418836大偏压NMAX与M6008007601571040897538412667420010105250650813544799055418836大偏压上端NMIN与M6008007601345922099160902667420010105250875712747095055418836大偏压MMAX与N60080076027011315257856826674200101052501123512149573055418836大偏压NMAX与M6008007601807941502343562667420010105250702313245281055418836大偏压A柱下端NMIN与M60080076017126225830758426674200101052501025012348588055418836大偏压MMAX与N70080076035890389630921126674200101052501187812050216055488642大偏压NMAX与M7008007601497861710324272667420008105250509413542865055488642小偏压上端NMIN与M70080076035890389630921126674200101052501187812050216055488642大偏压MMAX与N70080076035947395275909426674200101052501176112050099055488642大偏压NMAX与M7008007601489862415923872667420007105250505413542805055488642小偏压B柱下端NMIN与M70080076035947395275909426674200101052501176112050099055488642大偏压MMAX与N60080076022469276744811926674200101052501078612249124055418836大偏压NMAX与M6008007601484836114941112667420010105250677813445116055418836大偏压上端NMIN与M60080076014809180178821926674200101052501088612149224055418836大偏压MMAX与N60080076026771281582950726674200101052501217411950512055418836大偏压NMAX与M6008007601703036719746382667420010105250730513245642055418836大偏压2C柱下端NMIN与M600800760187911850161015726674200101052501282311851161055418836大偏压续表75层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNME0MMEAMMHMM12L0MMEIE0EAMMEMMBNBKN偏心类别判断MMAX与N6008007601914235918253292667480010104800799612445950055418836大偏压NMAX与M6008007601385647288529302667480008104800559713043253055418836小偏压上端NMIN与M6008007601156525184245922667480010104800725912745213055418836大偏压MMAX与N600800760376473647121032226674800101048001298911550943055418836大偏压NMAX与M6008007602091447979743592667480008104800702612344658055418836小偏压A柱下端NMIN与M600800760340022573721321126674800101048001587811253832055418836大偏压MMAX与N7008007602614444736658442667480010104800851112346465055488642大偏压NMAX与M7008007601196671081516832667480007104800435013041636055488642小偏压上端NMIN与M7008007602614444736658442667480010104800851112346465055488642大偏压MMAX与N700800760465184538171025026674800101048001291711550871055488642大偏压NMAX与M7008007602275671887931652667480007104800583212243103055488642小偏压B柱下端NMIN与M700800760465184538171025026674800101048001291711550871055488642大偏压MMAX与N6008007601860131981058162667480010104800848312346437055418836大偏压NMAX与M6008007601288841699130912667480010104800575713343636055418836大偏压上端NMIN与M6008007601251020398561332667480010104800880012246754055418836大偏压MMAX与N600800760377663253391160826674800101048001427511452229055418836大偏压NMAX与M6008007602064242390348702667480009104800753612545384055418836小偏压1C柱下端NMIN与M600800760348262095141662226674800101048001928911057243055418836大偏压注1柱混凝土采用C35，FT157N/MM2，FC167N/MM2；纵筋采用HRB335，FY300N/MM2；2表中的M值及N值已乘以抗震调整系数当轴压比小于015时，RE075；当轴压比不小于015时RE080；3柱保护层厚为30MM，ASAS40MM。KJ5框架柱正截面配筋表表76层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNMASASMM2按构造配筋实配ASASMM2总侧L0/BNUKN轴压比MMAX与N600800760140963111017093425196408610431875099819221004NMAX与M60080076092434546826098425196408610431875099819221006上端NMIN与M60080076024552719230983425196408610431875099819221003MMAX与N60080076073943564620584425196408610431875099819221004NMAX与M60080076068515227246659425196408610431875099819221007A柱下端NMIN与M6008007609583172844645425196408610431875099819221004MMAX与N70080076013549450326218525245409230461750100974196005NMAX与M70080076070571392102310525245409230461750100974196008上端NMIN与M70080076013549450326218525245409230461750100974196005MMAX与N70080076073275032442598525245409230461750100974196005NMAX与M70080076044979330113987525245409230461750100974196008B柱下端NMIN与M70080076073275032442598525245409230461750100974196005MMAX与N600800760136272761220112425196408610431875099819221003NMAX与M60080076082683993722742425196408610431875099819221005上端NMIN与M60080076032212341621757425196408610431875099819221003MMAX与N60080076072223214816263425196408610431875099819221004NMAX与M600800760620146741419724251964086104318750998192210068C柱下端NMIN与M6008007603412795241905425196408610431875099819221003（4）正截面配筋计算见表76KJ5框架柱正截面配筋表表76层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNMASASMM2按构造配筋实配ASASMM2总侧L0/BNUKN轴压比MMAX与N600800760140963111017093425196408610431875099819221004NMAX与M60080076092434546826098425196408610431875099819221006上端NMIN与M60080076024552719230983425196408610431875099819221003MMAX与N60080076073943564620584425196408610431875099819221004NMAX与M60080076068515227246659425196408610431875099819221007A柱下端NMIN与M6008007609583172844645425196408610431875099819221004MMAX与N70080076013549450326218525245409230461750100974196005NMAX与M70080076070571392102310525245409230461750100974196008上端NMIN与M70080076013549450326218525245409230461750100974196005MMAX与N70080076073275032442598525245409230461750100974196005NMAX与M70080076044979330113987525245409230461750100974196008B柱下端NMIN与M70080076073275032442598525245409230461750100974196005MMAX与N600800760136272761220112425196408610431875099819221003NMAX与M60080076082683993722742425196408610431875099819221005上端NMIN与M60080076032212341621757425196408610431875099819221003MMAX与N60080076072223214816263425196408610431875099819221004NMAX与M600800760620146741419724251964086104318750998192210068C柱下端NMIN与M6008007603412795241905425196408610431875099819221003续表76层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNMASASMM2按构造配筋实配ASASMM2总侧L0/BNUKN轴压比MMAX与N600800760147826927032709425196408610431875099819221009NMAX与M6008007605783100861113136425196408610431875099819221013上端NMIN与M60080076078895820449949425196408610431875099819221007MMAX与N600800760106197380657833425196408610431875099819221009NMAX与M6008007606112107665352042425196408610431875099819221013A柱下端NMIN与M60080076032786274077381425196408610431875099819221008MMAX与N700800760178729619354785525245409230461750100974196010NMAX与M7008007604754157325183871525245409230461750100974196017上端NMIN与M700800760178729619354785525245409230461750100974196010MMAX与N700800760144411745939176525245409230461750100974196002NMAX与M7008007603486164381196678525245409230461750100974196018B柱下端NMIN与M7008007601444110148577170525245409230461750100974196011MMAX与N600800760146716267824552425196408610431875099819221008NMAX与M60080076089689014985763425196408610431875099819221011上端NMIN与M60080076083555078337638425196408610431875099819221006MMAX与N600800760107246721448814425196408610431875099819221008NMAX与M6008007605593969301094434251964086104318750998192210127C柱下端NMIN与M60080076039985531964048425196408610431875099819221007续表76层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNMASASMM2按构造配筋实配ASASMM2总侧L0/BNUKN轴压比MMAX与N6008007601863611628970888425196408610431875099819221015NMAX与M60080076011324156976144974425196408610431875099819221020上端NMIN与M600800760100288755377714425196408610431875099819221011MMAX与N6008007601490312112793354425196408610431875099819221015NMAX与M6008007609992163024156468425196408610431875099819221020A柱下端NMIN与M60080076067729208998257425196408610431875099819221011MMAX与N7008007602510015708189433525245409230461750100974196017NMAX与M7008007607632244980242733525245409230461750100974196026上端NMIN与M7008007602510015708189433525245409230461750100974196017MMAX与N70080076020478162726116404525245409230461750100974196017NMAX与M7008007606297252036253401525245409230461750100974196027B柱下端NMIN与M70080076020478162726116404525245409230461750100974196017MMAX与N600800760173779949457880425196408610431875099819221012NMAX与M60080076010858142422133618425196408610431875099819221018上端NMIN与M600800760105117638361614425196408610431875099819221010MMAX与N6008007601436510403077041425196408610431875099819221013NMAX与M60080076097911484701442924251964086104318750998192210196C柱下端NMIN与M60080076075478091981034425196408610431875099819221010续表76层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNMASASMM2按构造配筋实配ASASMM2总侧L0/BNUKN轴压比MMAX与N60080076021146160169102337425196408610431875099819221020NMAX与M60080076012952214727181411425196408610431875099819221027上端NMIN与M60080076012891123230104889425196408610431875099819221015MMAX与N60080076018701165007117860425196408610431875099819221021NMAX与M60080076012636220775186588425196408610431875099819221028A柱下端NMIN与M6008007609149128069127245425196408610431875099819221016MMAX与N70080076030219211400114104525245409230461750100974196023NMAX与M70080076010315332718272095525245409230461750100974196036上端NMIN与M70080076030219211400114104525245409230461750100974196023MMAX与N70080076025266217045141394525245409230461750100974196023NMAX与M7008007607743339774286038525245409230461750100974196036B柱下端NMIN与M70080076025266217045141394525245409230461750100974196023MMAX与N6008007602122214702090013425196408610431875099819221018NMAX与M60080076012411195509170993425196408610431875099819221024上端NMIN与M6008007601304410043879032425196408610431875099819221013MMAX与N60080076018051151858109189425196408610431875099819221019NMAX与M600800760112772015571804944251964086104318750998192210255C柱下端NMIN与M6008007601002810497498190425196408610431875099819221013续表76层数柱号截面不利荷载组合BMMHMMH0MMRE|M|KNMRENKNMASASMM2按构造配筋实配ASASMM2总侧L0/BNUKN轴压比MMAX与N60080076024209210194126402425196408610431875099819221026NMAX与M60080076015456279534200817425196408610431875099819221035上端NMIN与M60080076014248157220131655425196408610431875099819221020MMAX与N60080076020746215032145521425196408610431875099819221027NMAX与M60080076014096285582209016425196408610431875099819221036A柱下端NMIN与M60080076010719162058152262425196408610431875099819221020MMAX与N70080076031712271715147213525245409230461750100974196029NMAX与M70080076010767428063280841525245409230461750100974196046上端NMIN与M7008007603171227173114722252524540923046175010