五層教學樓畢業設計計算書(完整版)

　　

【正文】 4 03600=90mm 。場地類別為II 類建筑場地。 立面設計本建筑立面柱子外凸錯落有致，外墻為乳白色涂料、柱子部分飾以咖啡色呼應整體感覺簡潔大方，給人以莊嚴、挺拔、明朗、輕快、樸素、大放、親切的印象。 1目錄建筑部分1. 建筑設計 .....................................................................................................1 總平面設計 ................................................................................................................1 平面功能布局設計 ....................................................................................................1 立面設計 ....................................................................................................................1 剖面設計 ....................................................................................................................1 設計資料 ....................................................................................................................2 工程概況 .............................................................................................................2 工程地質及水文資料 .........................................................................................2 設計荷載 .............................................................................................................2結構部分2. 結構選型及結構布置 .................................................................................3 結構承重方案選擇 ....................................................................................................3 梁﹑柱截面尺寸估算 ................................................................................................3 框架梁截面尺寸確定 .........................................................................................3 柱截面尺寸及柱高度確定 .................................................................................3 框架結構計算簡圖樓板厚度 ....................................................................................4 確定框架計算簡圖 ....................................................................................................43. 樓板設計 ......................................................................................................................5 屋面和樓面板的荷載計算 ........................................................................................5 樓板計算 ....................................................................................................................6 24. 次梁計算 ....................................................................................................................11 荷載計算 ..................................................................................................................11 次梁計算（考慮塑性內力重分布） .......................................................................11 彎矩計算 ...........................................................................................................11 剪力計算 ...........................................................................................................12 截面設計 ..................................................................................................................13 AB 跨跨中配筋： .............................................................................................13 斜截面受剪承載力計算 ...................................................................................145. 豎向荷載作用下框架結構的內力計算 ............................................................15 橫向框架計算單元 ..................................................................................................15 梁、柱線剛度計算 ..................................................................................................15 恒載荷載標準值計算 ..............................................................................................16 荷載計算：線荷載 ...........................................................................................16 活荷載標準值計算 ...........................................................................................17 AB 軸間框架梁荷載計算 ................................................................................18 BC 軸間框架梁荷載計算 ................................................................................18 A 軸縱向集中荷載計算 ....................................................................................19 B 軸縱向集中荷載計算 ....................................................................................19 恒載內力計算 ..........................................................................................................23 活載荷載計算 ..........................................................................................................29 活載內力計算 ..........................................................................................................31 豎向荷載作用下梁、柱內力計算 ..........................................................................376. 橫向荷載作用下框架結構的內力計算 ............................................................46 風荷載作用下的內力計算 ......................................................................................46 風荷載作用樓層剪力的計算 ...........................................................................46 梁、柱線剛度計算 ...........................................................................................46 3 框架柱的側移剛度 D 值計算 ..........................................................................46 風荷載作用下框架內力計算 ...........................................................................49 地震荷載作用下框架的內力計算 .........................................................................51 水平地震作用產生的框架內力 .......................................................................54 水平荷載作用下框架的抗側移驗算 ...............................................................557. 橫向框架內力組 ......................................................................................................57 框架內力組合計算 ..................................................................................................57 框架內力組合 ...................................................................................................57 框架梁內力組合計算表 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