【文章內(nèi)容簡(jiǎn)介】 ........................ 47 框架內(nèi)力組合 ........................................................................................................................................... 47 結(jié)構(gòu)抗震等級(jí) .................................................................................................................................... 47 框架梁內(nèi)力組合 ......................................................................................................................................... 47 最不利截面處的彎矩設(shè)計(jì)值 .................................................................................................................52 框架柱內(nèi)力組合 .............................................................................................................................................53 框架內(nèi)力組合中幾點(diǎn)說(shuō)明 ......................................................................................................................61 關(guān)于表 48 中計(jì)算注意事項(xiàng) ...................................................................................................................61 關(guān)于表 49 中計(jì)算注意事項(xiàng) ...................................................................................................................61 關(guān)于表 410 中計(jì)算注意事項(xiàng) .................................................................................................................6115 截面設(shè)計(jì) ...............................................................................................................................................................62 承載力抗力調(diào)整系數(shù) ......................................................................................................................................62 框架梁 .....................................................................................................................................................62 框架柱 ......................................................................................................................................................67 抗震條件下框架柱的截面設(shè)計(jì) ......................................................................................................................70 計(jì)算非抗震條件下框架柱的截面設(shè)計(jì) ..........................................................................................................7316 現(xiàn)澆板設(shè)計(jì) ...........................................................................................................................................................77 設(shè)計(jì)參數(shù) .........................................................................................................................................................77 計(jì)算結(jié)果： ......................................................................................................................................................77 跨中撓度驗(yàn)算： .............................................................................................................................................7817 基礎(chǔ)設(shè)計(jì) .................................................................................................................................................................82 基礎(chǔ)梁截面尺寸的選取 ..................................................................................................................................82 荷載選用 ..........................................................................................................................................................82 基礎(chǔ)截面設(shè)計(jì) ..................................................................................................................................................82 地基承載力及基礎(chǔ)沖切驗(yàn)算 ..........................................................................................................................83 基礎(chǔ)底板配筋計(jì)算 ..........................................................................................................................................8618 樓梯設(shè)計(jì) ...............................................................................................................................................................89 樓梯板設(shè)計(jì) ......................................................................................................................................................89 平臺(tái)板設(shè)計(jì) ......................................................................................................................................................90 平臺(tái)梁設(shè)計(jì) ......................................................................................................................................................90結(jié)語(yǔ) ...............................................................................................................................................................................92參考文獻(xiàn) .......................................................................................................................................................................93致 謝 .......................................................................................................................................................................94XXXXXXX 大學(xué)畢業(yè)設(shè)計(jì)（論文）IXXXXXX 中學(xué)教學(xué)樓建筑結(jié)構(gòu)設(shè)計(jì)摘要該計(jì)算書(shū)主要包括八個(gè)部分：結(jié)構(gòu)選型、水平力作用下的框架結(jié)構(gòu)計(jì)算、豎向荷載作用下的內(nèi)力計(jì)算、橫向框架內(nèi)力組合、截面尺寸設(shè)計(jì)、板的設(shè)計(jì)、基礎(chǔ)設(shè)計(jì)、樓梯設(shè)計(jì)。設(shè)計(jì)主體是五層框架結(jié)構(gòu)，選擇一榀框架計(jì)算。框架結(jié)構(gòu)的計(jì)算部分包括：梁板柱尺寸的初步確定，重力荷載標(biāo)準(zhǔn)值的計(jì)算，橫向框架側(cè)移剛度的計(jì)算，水平地震力作用下的內(nèi)力計(jì)算和側(cè)移計(jì)算,水平風(fēng)荷載作用下的側(cè)移驗(yàn)算，(風(fēng)荷載作用在內(nèi)力組合時(shí)不與考慮)。豎向荷載作用下的框架內(nèi)力計(jì)算，主要包括恒荷載和活荷載作用下的內(nèi)力計(jì)算。內(nèi)力組合主要是水平地震作用、恒荷載作用、活荷載作用之間的組合。截面設(shè)計(jì)包括梁的截面設(shè)計(jì)和柱的界面設(shè)計(jì)，梁的界面設(shè)計(jì)包括正截面驗(yàn)算和斜截面驗(yàn)算，柱的截面設(shè)計(jì)包括軸壓比的驗(yàn)算和正截面驗(yàn)算和斜截面驗(yàn)算和結(jié)點(diǎn)設(shè)計(jì)。板的設(shè)計(jì)采用的是雙向板?；A(chǔ)設(shè)計(jì)包括荷載計(jì)算，基礎(chǔ)承載力計(jì)算，沖剪驗(yàn)算，基礎(chǔ)配筋計(jì)算。樓梯設(shè)計(jì)包括梯段設(shè)計(jì)、平臺(tái)梁設(shè)計(jì)、平臺(tái)板設(shè)計(jì)、樓梯的配筋計(jì)算。關(guān)鍵詞：框架結(jié)構(gòu)，基礎(chǔ)，梁，柱，板，樓梯XXXXXXX 大學(xué)畢業(yè)設(shè)計(jì)（論文）IIXXXXXAbstractThe book mainly including eight parts: the selection of the structure, the calculation of framework structure under the horizontal loads,the internal forces calculation under the vertical loads, the internal forces position of horizontal framework ,the design of section size ,the design of plate,the design of basis,the design of staircase.The object of design is fivestory frame structure. Choose one load of the frameworks to calculate