【正文】 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) .................................................................................................................... 61 15 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) ............................................................................................................. 73 16 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： .................................................................................................................................................. 78 17 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 .............................................................................................................................................. 86 18 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 ............................................................................................................................................................................ 94 XXXXXXX 大學(xué)畢業(yè)設(shè)計(jì)（論文） I XXXXXX 中學(xué)教學(xué)樓建筑結(jié)構(gòu)設(shè)計(jì) 摘要 計(jì)算書配套 CAD 圖紙?jiān)趷劢?筑網(wǎng)下載 全套畢業(yè)設(shè)計(jì)盡在愛建筑網(wǎng) 該計(jì)算書主要包括八個(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。 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。 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)。 基礎(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。 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） II XXXXX Abstract The 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. The calculation of framework structure incl