【正文】 設(shè)計(jì)要求 計(jì)算簡圖底層高度 h＝++＝，其中 為底層層高， 為室內(nèi)外高差。建筑不面突出部分長度 L 應(yīng)可能小。(三)規(guī)范要求：地震設(shè)防烈度為 6 度時：建筑物的最大高度≤60m，層數(shù)在 15 至 20 層為宜，抗震墻間距最大≤18m。(一)優(yōu)點(diǎn)：框架結(jié)構(gòu)形成可靈活布置建筑空間，使用較方便。(二)缺點(diǎn)：普通鋼筋混凝土本身自重比鋼結(jié)構(gòu)大。 立面與造型設(shè)計(jì)設(shè)計(jì)上著重突出，經(jīng)濟(jì)、美觀的特征。《建筑工程設(shè)計(jì)文件編制深度規(guī)定》 （2022 年）（2） 地下水位：地表以下 米，水質(zhì)對混凝土無侵蝕。C，冬季最低 1176。 在 設(shè) 計(jì) 過 程 中 能 夠 接 觸 到 規(guī) 范 、 建 筑 圖 集 和 參 考書 籍 ， 學(xué) 習(xí) 到 課 本 以 外 的 比 較 實(shí) 用 的 理 論 知 識 ， 而 且 從 中 培 養(yǎng) 了 我 們 查 閱 資 料 、 自學(xué) 的 能 力 。此外還進(jìn)行了方案中的連系梁，樓板和基礎(chǔ)的設(shè)計(jì)?；撅L(fēng)壓 ，基本雪壓 。關(guān)鍵詞： 框架結(jié)構(gòu) 荷載計(jì)算 內(nèi)力計(jì)算 計(jì)算配筋 IIAbstractThe project used the framework of the structure, the main fivestorey six local, regional seismic intensity of6 degrees maximum security, venue for the Class II category. The basic Pressure kN / m2, basic snow pressure kN / m2. Floor and roof are used castinplace reinforced concrete structure.The design for the main structure of the programme in the framework of Article 10 of the horizontal axis structural design. In determining the structure of the layout, first of all, according to law obtained at the bottom of the shear layer shear, thereby obtained under earthquake in the level of the structure of 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 .........