【正文】 m V/kN A3A2 上 M/kN m V/kN 跨中 M/kN m V/kN C5B5 C5B5 M/kN2 ????????????? ?? mkNqq )()21( 3239。場(chǎng)地地形較平坦，自然地面標(biāo)高在 。 整個(gè)設(shè)計(jì)分為建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。根據(jù)現(xiàn)場(chǎng)標(biāo)準(zhǔn)貫入試驗(yàn)與剪切波速試驗(yàn)結(jié)果分析判定：擬建場(chǎng)地屬非液化地基。1 ?????????? ?? mkNqq )()21( 3239。 m A5B5 M/kN m V/kN 0 B1A1 B1A1 M/kN m V/kN 下 M/kN m V/kN 下 M/kN m B3C3 M/kN322239。1 ???????????? ?? mkNmkNqq )()21( 3239。 關(guān)鍵詞 :教學(xué)樓、框架結(jié)構(gòu)、 抗震設(shè)計(jì) 、 excel II Abstract The calculations for Nanchang Institute of C ivil Engineering Specialty 20xx class Graduation The written results of Nanchang Guangnan middle school plex building design. The school building is fivesitu reinforced concrete frame structure, length 72m, width , story . The whole design is divided into two parts, architectural design and structural design. Architectural design according to existing norms and graduation requirements of the design task book teaching building for a reasonable layout. Since this building does not belong to the highrise buildings, it is not considering wind load and earthquake load in structural design. I select a frame as the object of count, clearly diagrams and calculate various calculation parameters, calculate vertical load, horizontal load, then calculate the internal force under various loads. And calculate the various internal force, pick out the most unfavorable bination of one or more sets of internal forces from a section reinforcement. Finally pleted the beams reinforcement, plate reinforcement and foundation reinforcement ponents such as working drawing. In the structural design section, I download excel spreadsheet to calculate the torque distribution, the results were pared with the results of the hand count, analyzed to ensure the reliability of the results of the calculation. Keywords: teaching building, frame structure, seismic design, excel 目錄 摘要 ................................................................................................................................................... I Abstract ............................................................................................................................................. II 第一章 工程概況 ............................................................................................................................... 1 項(xiàng)目名稱 .............................................................................................................................. 1 建筑組成及面積分配（面積上下浮動(dòng)在 10％以內(nèi)） .............................................................. 1 教學(xué)區(qū)用房 ................................................................................................................ 1 教學(xué)管理區(qū)用房 ......................................................................................................... 1 其它約 1000 平方米 ................................................................................................... 1 建筑標(biāo)準(zhǔn) .............................................................................................................................. 1 層高和層數(shù) ................................................................................................................ 1 屋面 .......................................................................................................................... 2 墻面 .......................................................................................................................... 2 裝修 .......................................................................................................................... 2 設(shè)計(jì)規(guī)范 .............................................................................................................................. 2 場(chǎng)地工程地質(zhì)條件件 (參考初步工地勘察報(bào)告 )...................................................................... 3 地形地貌 ................................................................................................................... 3 地 層構(gòu)成 ................................................................................................................... 3 水文地質(zhì)條件 ............................................................................................................ 3 場(chǎng)地抗震性能 ............................................................................................................ 3 場(chǎng)區(qū)地層分布情況 ..................................................................................................... 3 第二章 結(jié)構(gòu)選型與布置 .................................................................................................................... 5 結(jié)構(gòu)平面布置 ....................................................................................................................... 5 主要構(gòu)件選型、材料選擇和構(gòu)件尺寸初選 ............................................................................. 5 主要構(gòu)件選型 ............................................................................................................ 5 材料選擇 ................................................................................................................... 5 框架幾何尺寸 ....................................................................................................................... 5 橫向框架梁 ................................................................................................................ 5 縱向框架梁 ................................................................................................................ 6 次梁 .......................................................................................................................... 6 框架柱 ....................................................................................................................... 6 樓板厚 ....................................................................................................................... 6 梁、柱的跨（高）度（取一榀框架計(jì)算） ...........................