【正文】 ............ 6 梁尺寸確定 .......................................................................................................... 6 樓板厚度 .............................................................................................................. 6 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 2 10 基本假定與計(jì)算簡(jiǎn)圖 .......................................................................... 6 基本假定 ............................................................................................................ 6 計(jì)算簡(jiǎn)圖 ............................................................................................................ 6 11 結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖 .......................................................................... 6 12 荷載計(jì)算 ............................................................................................. 8 恒載標(biāo)準(zhǔn)值計(jì)算 ................................................................................................ 8 活荷載標(biāo)準(zhǔn)值計(jì)算 ......................................................................................... 10 豎向荷載下框架受荷總圖 ............................................................................. 10 重力荷載代表值計(jì)算 ..................................................................................... 16 13 地震作用計(jì)算 ................................................................................... 18 橫向框架側(cè)移剛度計(jì)算 .................................................................................. 18 橫向自振周期計(jì)算 ........................................................................................... 20 橫向水平地震力計(jì)算 ....................................................................................... 21 水平地震作用下的位移驗(yàn)算 ......................................................................... 23 水平地震作用下框架內(nèi)力計(jì)算 ..................................................................... 24 14 豎向荷載作用框架內(nèi)力計(jì)算 ............................................................ 29 梁柱端的彎矩計(jì)算 ......................................................................................... 30 梁端剪力和軸力計(jì)算 ..................................................................................... 41 15 風(fēng)荷載計(jì)算 ..................................................................................... 44 風(fēng)荷載側(cè)移計(jì)算 ............................................................................................... 44 風(fēng)荷載內(nèi)力計(jì)算 ............................................................................................... 45 16 內(nèi)力組合 ........................................................................................... 47 荷載組合 .......................................................................................................... 47 控制截面及不利內(nèi)力 ...................................................................................... 47 計(jì)算結(jié)果 ........................................................................................................... 47 框架內(nèi)力計(jì)算 ........................................................................................... 47 框架柱內(nèi)力計(jì)算結(jié)果及框架柱內(nèi)力組合 ............................................... 49 17 截面設(shè)計(jì) ........................................................................................... 51 框架梁的配筋計(jì)算 .......................................................................................... 52 正截面 受彎承載力計(jì)算 .......................................................................... 52 斜截面受彎承載力計(jì)算 .......................................................................... 53 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 3 裂縫寬度控制驗(yàn)算 .................................................................................. 55 受彎構(gòu)件的撓度驗(yàn)算 .............................................................................. 56 框架柱配筋計(jì)算 .............................................................................................. 58 軸壓比驗(yàn)算 (B軸柱 ) ............................................................................... 58 正截面受彎承載力計(jì)算 .......................................................................... 58 斜截面受剪承載力計(jì)算 ........................................................................ 60 18 樓板設(shè)計(jì) ........................................................................................... 61 設(shè)計(jì)荷載 .......................................................................................................... 61 計(jì)算跨度 L0的求解 .......................................................................................... 62 彎矩的求解 ....................................................................................................... 62 截面設(shè)計(jì) .......................................................................................................... 65 19 樓梯設(shè)計(jì) ........................................................................................... 66 踏步板計(jì)算 ....................................................................................................... 66 .................................................................................................. 66 .................................................................................................. 66 ...................................................................................... 66 斜梁設(shè)計(jì) .......................................................................................................... 67 截面設(shè)計(jì) .................................................................................................. 67 荷載計(jì)算 .................................................................................................. 67 內(nèi)力計(jì)算 .................................................................................................. 68 承載力計(jì)算 .............................................................................................. 68 平臺(tái)板設(shè)計(jì) ...................................................................................................... 69 計(jì)算單元的選取 ...................................................................................... 69 荷載計(jì)算 ....................................