【正文】 building of Liaoning Mechanical Professional dormitory institute, which belongs to a graduation project. It lies in the joint of the Wenhua Road and Renao Road in Shenyang. The project is used for teaching for school, and it contains classrooms, laboratories, offices and so on. This project covers an area of square meters, and the floor space are square meters. The building is five storeys high and four storeys in some parts. Total height of this building is , and the difference of height between indoors and outside is . The total length of the building is m, and there are no avoiding shaking seams , The designed service life of the Architecture is fifty years, and the construction fire protection rank is three rank.The structural form of the civil engineering is reinforcement concrete casting frame .The strength class of the frame column is C30, and the cross sections of column is 500 500 mm . ?2The strength class of the frame beam is C30, the cross sections of the vertical beam is 300 800 mm and the cross sections of the later beam is 300 750 mm and300 800 mm . ?2 ?22The daughter wall is builded by reinforced concrete, and the other wall is used hollow bricks. The soil condition of the building site is good, so use under column independent foundation with the concrete of C25, and the depth of the foundation is . The design meet economy needs. The design strictly plied with the currently used code of our Country. The calculation includes the calculation of the earthquake load and wind load, the position of internal force, the design of frame beam and column, the design of the foundation and the calculation of the stairs , boards and rain loose. 沈陽(yáng)建筑大學(xué)畢業(yè)設(shè)計(jì)（論文）IIIKey words: graduation project frame structure dormitory buildingreinforced concrete目錄前 言 ....................................................................3第一章 方案論述 ..........................................................3 建筑方案論述 ...........................................................3 設(shè)計(jì)依據(jù) ...........................................................3 設(shè)計(jì)內(nèi)容、建筑面積、標(biāo)高 ...........................................3 房間構(gòu)成和布置 .....................................................3 采光和通風(fēng) .........................................................3 主要立面和出入口的考慮 .............................................3 防火及安全 .........................................................3 各部分工程構(gòu)造 .....................................................3 本建筑設(shè)計(jì)的主要特點(diǎn) ...............................................3 結(jié)構(gòu)方案論述 ..........................................................3 基本資料 ...........................................................3 結(jié)構(gòu)形式和基礎(chǔ)形式 .................................................3 結(jié)構(gòu)尺寸及采用的材料 ...............................................3 荷載種類及其組合 ...................................................3 計(jì)算方法 ...........................................................3第二章 荷載計(jì)算 ...........................................................3 荷載匯集及截面尺寸的選取 .............................................3沈陽(yáng)建筑大學(xué)畢業(yè)設(shè)計(jì)（論文）IV 截面尺寸選取 ......................................................3 荷載匯集 ...........................................................3 計(jì)算簡(jiǎn)圖及層數(shù)劃分 ....................................................3 各層重力荷載代表值計(jì)算 ...............................................3 六層上半層 ........................................................3 標(biāo)準(zhǔn)層 ............................................................3 二層下半層 ........................................................3 一層上半層 ........................................................3第三章 水平地震作用下的框架內(nèi)力分析 .......................................3 基本資料 .............................................................3 水平地震作用下的框架內(nèi)力 .............................................3 柱線剛度 ...........................................................3 柱的側(cè)移剛度 D .....................................................3 水平地震作用分析（采用底部剪力法） .................................3第四章 風(fēng)荷載作用下框架內(nèi)力分析 ...........................................3 風(fēng)荷載作用下的樓層剪力 ...............................................3 風(fēng)荷載作用下的框架內(nèi)力 ...............................................3 風(fēng)荷載作用下的柱端彎矩 .............................................3 風(fēng)荷載作用下梁端彎矩 ...............................................3 風(fēng)荷載作用下梁端剪力和柱軸力標(biāo)準(zhǔn)值 .................................3第五章 豎向荷載作用下的內(nèi)力分析 ..........................................3 豎向荷載計(jì)算 .........................................................3 荷載傳遞路線 .......................................................3沈陽(yáng)建筑大學(xué)畢業(yè)設(shè)計(jì)（論文）V 框架內(nèi)力計(jì)算 .........................................................3 框架計(jì)算簡(jiǎn)圖 .......................................................3 內(nèi)力分配系數(shù)計(jì)算 ...................................................3 梁端剪力 ...........................................................3 柱軸力和剪力： ....................................................3第六章 荷載組合及最不利內(nèi)力確定 ...........................................3 基本組合公式 .........................................................3 梁的內(nèi)力組合 .........................................................3第七章 框架結(jié)構(gòu)配筋計(jì)算 ...................................................3 框架梁配筋計(jì)算 .......................................................3 框架柱配筋計(jì)算 .......................................................3第八章 現(xiàn)澆板配筋計(jì)算 ....................................................3 荷載計(jì)算 .............................................................3 配筋計(jì)算 .............................................................3第九章 基礎(chǔ)設(shè)計(jì) ...........................................................3 確定基礎(chǔ)底面面積 .....................................................3 確定基礎(chǔ)的底面尺寸 .................................................3 地基承載力驗(yàn)算 .......................................................3 按第一組荷載計(jì)算（考慮內(nèi)力的標(biāo)準(zhǔn)值組合計(jì)算） .......................3 按第二組荷載計(jì)算（考慮內(nèi)力的標(biāo)準(zhǔn)值組合計(jì)算） ...