【正文】 ral design and structural design calculations considered breaking up with PKPM calculate two parts. Structural concept design needs to choose the right system for structural layout and vertical design , while the need for floor based design and the choice of form and estimate ponent size. Structural design calculations by choosing a transverse specimens of the framework , the first interlayer load standard value calculated lateral stiffness and vertical and horizontal to the floor , then use the D value method to calculate the internal forces building under wind loads and horizontal seismic loads ( including shear , moments and aial forces ) , followed by the use of vertical stratification obtained under constant vertical load and internal forces of live loads . Then began a bination of internal forces under different circumstances , and by calculating the reinforcement frame to frame beam and column . Then the foundation , stairs and board design and reinforcement calculation , the design uses an independent foundation under the stairs with a plate column . These are the hand count process , the basic parameters are determined at the time can be calculated PKPM modeling and use AutoCAD drawing PKPM and construction drawing . 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 iv Key Words： Internal force calculation。 Frame structure。 Component Design 目 錄 摘 要 .................................................................................................................................................ii Abstract ................................................................................................................................................ iii 第一章 工程概況 ......................................................................................................................... 1 工程名稱 .......................................................................................................................... 1 工程地點(diǎn) .......................................................................................................................... 1 建筑參數(shù) .......................................................................................................................... 1 抗震設(shè)防 .......................................................................................................................... 1 工程地質(zhì)條件 .................................................................................................................. 1 材料選用 .......................................................................................................................... 1 第二章 結(jié)構(gòu)布置及計(jì)算簡圖 ..................................................................................................... 2 柱網(wǎng)布置圖 ...................................................................................................................... 2 梁、柱截面尺寸初步確定 ............................................................................................... 3 框架結(jié)構(gòu)的計(jì)算簡圖 ...................................................................................................... 3 第三章 重力荷載計(jì)算 ................................................................................................................. 5 屋面及樓面永久荷載標(biāo)準(zhǔn)值 ........................................................................................... 5 屋面及樓面可變荷載標(biāo)準(zhǔn)值 ........................................................................................... 5 梁、柱、門、墻、窗重力荷載計(jì)算 ............................................................................... 5 重力荷載代表值 ............................................................................................................... 6 第四章 框架側(cè)移剛度的計(jì)算 ..................................................................................................... 8 橫向框架側(cè)移剛度計(jì)算 ................................................................................................... 8 縱向框架側(cè)移剛度計(jì)算 ................................................................................................. 10 剛度驗(yàn)算 ......................................................................................................................... 12 第五章 水平荷載作用下框架結(jié)構(gòu)的內(nèi) 力和側(cè)移計(jì)算 ........................................................... 13 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 v 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 ..................................................... 13 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 ............................................................. 18 第六章 豎向荷載作 用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ......................................................................... 22 橫向框架內(nèi)力計(jì)算 ........................................................................................................ 22 橫向框架內(nèi)力組合 ........................................................................................................ 27 第七章 截面設(shè)計(jì) ......................................................................................................................... 40 框架梁 .......................................................................................................................... 40 框架柱 .......................................................................................................................... 48 樓板 ................................................................................................................................... 56 第八章 基礎(chǔ)設(shè)計(jì) .............................................................................................................................. 61 設(shè)計(jì)資料 .............................................................................................................................. 61 獨(dú)立基礎(chǔ)設(shè)計(jì) ...................................................................................................................... 61 第九章 樓梯設(shè)計(jì) ....................