【正文】 f internal forces and secondly, D method used in the level of wind loads obtained under the structure of internal forces .The last moment with the distribution method vertical load (dead load and live load) under the structure of internal forces. And identify the most disadvantaged group or a bination of internal forces of several groups, select the most security and reinforcement Calculation of the results of the construction plans drawn. In addition, a programme of indoor staircase, floor and foundation design. The design strictly follow the latest national standards, the design of all aspects of a prehensive consideration. Application, security, economic, easy to use this design is the basic principle. Key words： frame structure load calculation internal force calculation calculation reinforcementIII目 錄摘 要 ...........................................................................................................................................IABSTRACT..............................................................................................................................II前 言 ..........................................................................................................................................11 建筑設(shè)計(jì) ...............................................................................................................................1 工程概況 ...........................................................................................................................1 設(shè)計(jì)依據(jù) ...........................................................................................................................1 設(shè)計(jì)布局 ...........................................................................................................................2 平面設(shè)計(jì) .....................................................................................................................2 立面與造型設(shè)計(jì) .........................................................................................................2 剖面設(shè)計(jì) ....................................................................................................................22 結(jié)構(gòu)設(shè)計(jì) ...............................................................................................................................3 結(jié)構(gòu)特點(diǎn)及選型 ..............................................................................................................3 鋼筋混凝土結(jié)構(gòu)特點(diǎn) .................................................................................................3 框架結(jié)構(gòu)特點(diǎn) .............................................................................................................3 結(jié)構(gòu)選型 .....................................................................................................................4 結(jié)構(gòu)布置 ..........................................................................................................................4 結(jié)構(gòu)總平面布置 .........................................................................................................4 梁柱面、梁跨度及柱高的確定 .......................................................................................5 初估截面尺寸 .............................................................................................................5 尺寸根據(jù)柱的軸壓比限值，按下列公式計(jì)算 .........................................................5 計(jì)算簡圖 .....................................................................................................................6 載荷計(jì)算 ...........................................................................................................................6 屋面均布恒載 .............................................................................................................6IV 樓面均布恒載 .............................................................................................................7 屋面均布活載 .............................................................................................................7 樓面均布活荷載 .........................................................................................................7 墻體自重 .....................................................................................................................7 豎向荷載作用下橫梁框架的內(nèi)力分析 ...........................................................................7 荷載計(jì)算 .....................................................................................................................7 用彎矩分配法計(jì)算框架彎矩 ...................................................................................10 梁端剪力及柱軸力計(jì)算 ...........................................................................................15 水平地震荷載作用下框架內(nèi)力分析 ............................................................................16 各層重力荷載代表值 ..............................................................................................16 橫向水平荷載作用下結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 .......................................................20 水平地震作用及樓層地震剪力計(jì)算 .......................................................................21 水平地震作用下框架柱剪力和柱彎矩 ...................................................................23 水平地震作用下梁端彎矩按下式計(jì)算 ...................................................................25 內(nèi)力組合 .........................................................................................................................29 梁內(nèi)力組合 ...............................................................................................................29 柱內(nèi)力組合 ..............................................................................................................30 截面設(shè)計(jì) .........................................................................................................................34 橫向框架梁截面設(shè)計(jì) ...............................................................................................34 柱截面設(shè)計(jì) .......................................................