【文章內(nèi)容簡介】 ............................................. 47 框架內(nèi)力組合 ........................................................................................................................................... 47 結(jié)構(gòu)抗震等級 .................................................................................................................................... 47 框架梁內(nèi)力組合 ......................................................................................................................................... 47 最不利截面處的彎矩設(shè)計值 .................................................................................................................52 框架柱內(nèi)力組合 .............................................................................................................................................53 框架內(nèi)力組合中幾點說明 ......................................................................................................................61 關(guān)于表 48 中計算注意事項 ...................................................................................................................61 關(guān)于表 49 中計算注意事項 ...................................................................................................................61 關(guān)于表 410 中計算注意事項 .................................................................................................................6115 截面設(shè)計 ...............................................................................................................................................................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 ......................................................................................................................70 計算非抗震條件下框架柱的截面設(shè)計 ..........................................................................................................7316 現(xiàn)澆板設(shè)計 ...........................................................................................................................................................77 設(shè)計參數(shù) .........................................................................................................................................................77 計算結(jié)果： ......................................................................................................................................................77 跨中撓度驗算： .............................................................................................................................................7817 基礎(chǔ)設(shè)計 .................................................................................................................................................................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 ..................................................................................................................................................82 地基承載力及基礎(chǔ)沖切驗算 ..........................................................................................................................83 基礎(chǔ)底板配筋計算 ..........................................................................................................................................8618 樓梯設(shè)計 ...............................................................................................................................................................89 樓梯板設(shè)計 ......................................................................................................................................................89 平臺板設(shè)計 ......................................................................................................................................................90 平臺梁設(shè)計 ......................................................................................................................................................90結(jié)語 ...............................................................................................................................................................................92參考文獻 .......................................................................................................................................................................93致 謝 .......................................................................................................................................................................94XXXXXXX 大學(xué)畢業(yè)設(shè)計（論文）IXXXXXX 中學(xué)教學(xué)樓建筑結(jié)構(gòu)設(shè)計摘要該計算書主要包括八個部分：結(jié)構(gòu)選型、水平力作用下的框架結(jié)構(gòu)計算、豎向荷載作用下的內(nèi)力計算、橫向框架內(nèi)力組合、截面尺寸設(shè)計、板的設(shè)計、基礎(chǔ)設(shè)計、樓梯設(shè)計。設(shè)計主體是五層框架結(jié)構(gòu)，選擇一榀框架計算?？蚣芙Y(jié)構(gòu)的計算部分包括：梁板柱尺寸的初步確定，重力荷載標準值的計算，橫向框架側(cè)移剛度的計算，水平地震力作用下的內(nèi)力計算和側(cè)移計算,水平風(fēng)荷載作用下的側(cè)移驗算，(風(fēng)荷載作用在內(nèi)力組合時不與考慮)。豎向荷載作用下的框架內(nèi)力計算，主要包括恒荷載和活荷載作用下的內(nèi)力計算。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)計包括梁的截面設(shè)計和柱的界面設(shè)計，梁的界面設(shè)計包括正截面驗算和斜截面驗算，柱的截面設(shè)計包括軸壓比的驗算和正截面驗算和斜截面驗算和結(jié)點設(shè)計。板的設(shè)計采用的是雙向板?；A(chǔ)設(shè)計包括荷載計算，基礎(chǔ)承載力計算，沖剪驗算，基礎(chǔ)配筋計算。樓梯設(shè)計包括梯段設(shè)計、平臺梁設(shè)計、平臺板設(shè)計、樓梯的配筋計算。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（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 fr