【正文】 1 目錄設(shè)計(jì)說(shuō)明 ....................................................................................................5結(jié)構(gòu)計(jì)算書(shū) ..............................................................................................11 ...............................................................................................11 工程名稱(chēng) ............................................................................................................11 工程概況 ............................................................................................................11 基本設(shè)計(jì)資料 ....................................................................................................11 ...........................................................................11 梁截面尺寸 ........................................................................................................11 柱截面尺寸 ........................................................................................................11 框架結(jié)構(gòu)計(jì)算簡(jiǎn)圖 ............................................................................................113. 重力荷載計(jì)算簡(jiǎn)圖 .............................................................................12 永久荷載標(biāo)準(zhǔn)值 ................................................................................................13 屋面荷載標(biāo)準(zhǔn)值 .............................................................................................13 樓面荷載標(biāo)準(zhǔn)值 .............................................................................................13 屋面及樓面的可變荷載標(biāo)準(zhǔn)值 .....................................................................14 樓梯荷載標(biāo)準(zhǔn)值 .............................................................................................14 梁柱重力荷載 ....................................................................................................14 墻、門(mén)、窗重力荷載 ........................................................................................14 單位墻面重力荷載 .........................................................................................................15 重力荷載計(jì)算 ................................................................................................................15 板的重力荷載 ....................................................................................................15 樓梯間重力荷載 ................................................................................................154. 框架側(cè)移剛度計(jì)算 .............................................................................16 橫向側(cè)移剛度計(jì)算 ............................................................................................16 橫向梁線(xiàn)剛度 ................................................................................................................16 柱的線(xiàn)剛度 ....................................................................................................................16 柱的橫向側(cè)移剛度計(jì)算 ................................................................................................165. 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 .........................17 橫向水平地震作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ........................................17 橫向自振周期計(jì)算 .........................................................................................................17 2 水平地震作用及樓層地震剪力計(jì)算 ............................................................................17 水平地震作用下的位移驗(yàn)算 ........................................................................................18 橫向水平地震作用下框架結(jié)構(gòu)內(nèi)力的計(jì)算 ................................................................18 橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ................................................20 風(fēng)荷載標(biāo)準(zhǔn)值 ................................................................................................................23 風(fēng)荷載作用下的水平位移驗(yàn)算 ....................................................................................24 風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力圖 ....................................................................................246. 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 .............................................29 橫向框架內(nèi)力計(jì)算 ............................................................................................29 計(jì)算單元 ........................................................................................................................29 恒荷載計(jì)算 ....................................................................................................................29 活荷載計(jì)算 ....................................................................................................................31 恒荷載作用下內(nèi)力計(jì)算 ....................................................................................32 活荷載作用下內(nèi)力計(jì)算 ....................................................................................387. 橫向框架內(nèi)力組合 .............................................................................43 抗震等級(jí) ............................................................................................................43 框架梁內(nèi)力組合 ................................................................................................43 控制截面 ........................................................................................................................43 控制截面上最不利組合 ................................................................................................44 框架梁內(nèi)力組合 ............................................................................................................44 框架柱內(nèi)力組合 .............................................................................................................44 框架梁柱內(nèi)力調(diào)整 ............................................................................................448. 截面設(shè)計(jì) .............................................................................................47 現(xiàn)澆板設(shè)計(jì) ........................................................................................................47 設(shè)計(jì)荷載 ................................................................