【正文】 .........................................17 設(shè)計(jì)資料 ....................................................................................................................17 目錄 IV 梯段板設(shè)計(jì) ................................................................................................................17 尺寸設(shè)計(jì) .............................................................................................................17 荷載計(jì)算 .............................................................................................................18 截面設(shè)計(jì) .............................................................................................................18 平臺(tái)板設(shè)計(jì) ................................................................................................................19 荷載計(jì)算 .............................................................................................................19 截面計(jì)算 .............................................................................................................19 平臺(tái)梁設(shè)計(jì) ................................................................................................................20 荷載計(jì)算 .............................................................................................................20 截面 計(jì)算 .............................................................................................................20 梯柱設(shè)計(jì) ....................................................................................................................22 5 框架計(jì)算 ...........................................................................................................................23 確定框架的計(jì)算簡(jiǎn)圖及梁柱線剛度 ........................................................................23 確定框架的計(jì)算簡(jiǎn)圖 .........................................................................................23 框架梁柱線剛度計(jì)算 .........................................................................................24 豎向荷載計(jì)算 ............................................................................................................26 恒載標(biāo)準(zhǔn)值計(jì)算 .................................................................................................26 活載標(biāo)準(zhǔn)值 .........................................................................................................29 豎向荷載作用下的框架受荷計(jì)算 ............................................................................30 樓面層傳荷載 .....................................................................................................30 柱自重 .................................................................................................................33 附加偏心彎矩計(jì)算 .............................................................................................33 恒、活導(dǎo)荷圖 .....................................................................................................34 豎向荷載作用下內(nèi)力計(jì)算 ........................................................................................37 活載作 用下的內(nèi)力計(jì)算 .....................................................................................37 恒載作用下的內(nèi)力計(jì)算 .....................................................................................50 地震荷載計(jì)算 ............................................................................................................53 地震荷載導(dǎo)荷 .....................................................................................................53 地震荷載作用下的內(nèi)力計(jì)算 .............................................................................56 風(fēng)荷載的計(jì)算 ............................................................................................................68 目錄 V 風(fēng)荷載導(dǎo)荷 .........................................................................................................68 荷載作用下的內(nèi)力計(jì)算 .....................................................................................70 彎矩調(diào)幅 ....................................................................................................................82 支座調(diào)幅 .............................................................................................................82 支座調(diào)幅后跨內(nèi)（跨中）彎矩計(jì)算 .................................................................83 按簡(jiǎn)支計(jì)算跨中彎矩 .........................................................................................86 內(nèi)力組合 ....................................................................................................................89 內(nèi)力組合說(shuō)明 .....................................................................................................89 內(nèi)力組合 .............................................................................................................89 框架結(jié)構(gòu)配筋計(jì)算 .................................................................................................. 118 二層 橫向框架梁截面設(shè)計(jì) ............................................................................... 118 框架柱的配筋計(jì)算 ...........................................................................................125 6 柱下獨(dú)立基礎(chǔ)設(shè)計(jì) .........................................................................................................145 確定地基的類(lèi)型及基礎(chǔ)的持力 層 ..........................................................................145 荷載效應(yīng)的組合 ......................................................................................................145 地基承載力計(jì)算 ...............................................................................................145 基礎(chǔ)截面及配筋計(jì)算 .......................................................................................145 框架柱下獨(dú)立基礎(chǔ)設(shè)計(jì) ..........................................................................................149 基礎(chǔ)底面積的確定 ...........................................................................................149 基礎(chǔ)的抗沖切驗(yàn)算 ...........................................................................................151 基礎(chǔ)的抗沖切驗(yàn)算 .......................................................