【正文】 ....................................................................10 柱自重 ....................................................................................................10 墻體自重標(biāo)準(zhǔn)值 ....................................................................................11 重力荷載代表值 ........................................................................................12 地震作用計(jì)算 ........................................................................................................14 橫向框架側(cè)移剛度計(jì)算 ............................................................................14 梁的線剛度 ............................................................................................14 柱的線剛度 ............................................................................................15 橫向框架柱側(cè)線剛度 ............................................................................16 橫向框架自振周期計(jì)算 ............................................................................17 橫向地震作用計(jì)算 ....................................................................................17 位移驗(yàn)算 ....................................................................................................18 地震作用框架結(jié)構(gòu)內(nèi)力計(jì)算 ....................................................................18第三章 豎向荷載下的內(nèi)力計(jì)算 ........................................................................22 總述 ........................................................................................................................22 豎向恒荷載作用下的內(nèi)力計(jì)算 ............................................................................23 恒載作用下的框架荷載 ............................................................................23 恒載作用下的框架梁線荷載 ................................................................23 恒載作用下的框架柱荷載 ....................................................................23 恒載作用下梁的固端彎矩計(jì)算 ................................................................25 恒載作用下框架的內(nèi)力計(jì)算 ....................................................................25 彎矩計(jì)算 ................................................................................................25 剪力計(jì)算 ................................................................................................28 軸力計(jì)算 ................................................................................................28 豎向活荷載作用下的內(nèi)力計(jì)算 ............................................................................30 活載作用下的框架荷載 .............................................................................30 活載作用下的框架梁線荷載 .................................................................30江蘇科技大學(xué)畢業(yè)設(shè)計(jì)III 活載作用下的框架柱荷載 ....................................................................31 活載作用下固端彎矩計(jì)算 ........................................................................31 活載作用下框架的內(nèi)力計(jì)算 ....................................................................32 彎矩計(jì)算 ................................................................................................32 剪力計(jì)算 ................................................................................................34 軸力計(jì)算 ................................................................................................35第四章 內(nèi)力組合及截面設(shè)計(jì) .............................................................................36 框架梁內(nèi)力組合 ....................................................................................................36 框架柱內(nèi)力組合 ....................................................................................................38 框架梁截面設(shè)計(jì) ....................................................................................................42 梁的正截面受彎承載力計(jì)算 ....................................................................42 梁的斜截面受剪承載力計(jì)算 ....................................................................44 框架柱截面設(shè)計(jì) ....................................................................................................47 剪跨比和軸壓比驗(yàn)算 ................................................................................48 柱正截面承載力計(jì)算 ................................................................................48 柱斜 截面承 載力 計(jì)算 ................................................................................56 板的配筋 ................................................................................................................58 樓板結(jié)構(gòu)平面布置 ....................................................................................58 荷載設(shè)計(jì)值 ................................................................................................58 雙向板計(jì)算 ................................................................................................59 樓梯配筋 ................................................................................................................61 樓梯的形式尺寸 ........................................................................................61 樓梯板設(shè)計(jì) ................................................................................................61 平臺(tái)板計(jì)算 .................................................................................................63 平臺(tái)梁計(jì)算 ................................................................................................64第五章 基礎(chǔ)設(shè)計(jì) ......................................................................................................66 邊柱基礎(chǔ)設(shè)計(jì) ........................................................................................................66 基礎(chǔ)底面尺寸確定 ....................................................................................66 計(jì)算地基凈反力 ........................................................................................67江蘇科技大學(xué)畢業(yè)設(shè)計(jì)IV 抗沖切驗(yàn)算 ................................................................................................68 計(jì)算配筋 ....................................................................................................72 中柱基礎(chǔ)設(shè)計(jì) ................................................................................................