【正文】 4 03600=90mm 。場地類別為II 類建筑場地。 立面設(shè)計(jì)本建筑立面柱子外凸錯(cuò)落有致，外墻為乳白色涂料、柱子部分飾以咖啡色呼應(yīng)整體感覺簡潔大方，給人以莊嚴(yán)、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(shè)計(jì) .....................................................................................................1 總平面設(shè)計(jì) ................................................................................................................1 平面功能布局設(shè)計(jì) ....................................................................................................1 立面設(shè)計(jì) ....................................................................................................................1 剖面設(shè)計(jì) ....................................................................................................................1 設(shè)計(jì)資料 ....................................................................................................................2 工程概況 .............................................................................................................2 工程地質(zhì)及水文資料 .........................................................................................2 設(shè)計(jì)荷載 .............................................................................................................2結(jié)構(gòu)部分2. 結(jié)構(gòu)選型及結(jié)構(gòu)布置 .................................................................................3 結(jié)構(gòu)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(jié)構(gòu)計(jì)算簡圖樓板厚度 ....................................................................................4 確定框架計(jì)算簡圖 ....................................................................................................43. 樓板設(shè)計(jì) ......................................................................................................................5 屋面和樓面板的荷載計(jì)算 ........................................................................................5 樓板計(jì)算 ....................................................................................................................6 24. 次梁計(jì)算 ....................................................................................................................11 荷載計(jì)算 ..................................................................................................................11 次梁計(jì)算（考慮塑性內(nèi)力重分布） .......................................................................11 彎矩計(jì)算 ...........................................................................................................11 剪力計(jì)算 ...........................................................................................................12 截面設(shè)計(jì) ..................................................................................................................13 AB 跨跨中配筋： .............................................................................................13 斜截面受剪承載力計(jì)算 ...................................................................................145. 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ............................................................15 橫向框架計(jì)算單元 ..................................................................................................15 梁、柱線剛度計(jì)算 ..................................................................................................15 恒載荷載標(biāo)準(zhǔn)值計(jì)算 ..............................................................................................16 荷載計(jì)算：線荷載 ...........................................................................................16 活荷載標(biāo)準(zhǔn)值計(jì)算 ...........................................................................................17 AB 軸間框架梁荷載計(jì)算 ................................................................................18 BC 軸間框架梁荷載計(jì)算 ................................................................................18 A 軸縱向集中荷載計(jì)算 ....................................................................................19 B 軸縱向集中荷載計(jì)算 ....................................................................................19 恒載內(nèi)力計(jì)算 ..........................................................................................................23 活載荷載計(jì)算 ..........................................................................................................29 活載內(nèi)力計(jì)算 ..........................................................................................................31 豎向荷載作用下梁、柱內(nèi)力計(jì)算 ..........................................................................376. 橫向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ............................................................46 風(fēng)荷載作用下的內(nèi)力計(jì)算 ......................................................................................46 風(fēng)荷載作用樓層剪力的計(jì)算 ...........................................................................46 梁、柱線剛度計(jì)算 ...........................................................................................46 3 框架柱的側(cè)移剛度 D 值計(jì)算 ..........................................................................46 風(fēng)荷載作用下框架內(nèi)力計(jì)算 ...........................................................................49 地震荷載作用下框架的內(nèi)力計(jì)算 .........................................................................51 水平地震作用產(chǎn)生的框架內(nèi)力 .......................................................................54 水平荷載作用下框架的抗側(cè)移驗(yàn)算 ...............................................................557. 橫向框架內(nèi)力組 ......................................................................................................57 框架內(nèi)力組合計(jì)算 ..................................................................................................57 框架內(nèi)力組合 ...................................................................................................57 框架梁內(nèi)力組合計(jì)算表 ..........................................................