【正文】 ..........................................................................................65 框架梁正截面配筋計算 ...................................................................................65 框架梁斜截面受剪承載力計算 .......................................................................67 框架柱的配筋計算 .................................................................................................68 框架柱斜截面受剪承載力計算 .......................................................................76 裂縫驗算 .................................................................................................................79 受彎構件裂縫驗算 ...........................................................................................79 偏心受壓構件裂縫驗算 ...................................................................................819. 樓梯設計 ....................................................................................................................82 樓梯板計算 ..............................................................................................................82 基本信息 ...........................................................................................................82 幾何參數(shù) ...........................................................................................................82 材料信息 ...........................................................................................................83 計算過程 ...........................................................................................................83 4 計算結果：(為每米寬板帶的配筋) ................................................................84 平臺板計算 ..............................................................................................................84 平臺板荷載計算 ...............................................................................................84 平臺板截面設計 ...............................................................................................84 平臺梁計算 ..............................................................................................................85 平臺梁荷載計算 ...............................................................................................85 平臺梁截面設計 ...............................................................................................8510. 基礎設計 ..................................................................................................................87 設計參數(shù) ................................................................................................................87 幾何參數(shù) .........................................................................................................87 荷載值 .............................................................................................................88 材料信息 .........................................................................................................88 基礎幾何特性 .................................................................................................88 計算過程 ................................................................................................................89 修正地基承載力 .............................................................................................89 軸心荷載作用下地基承載力驗算 .................................................................89 偏心荷載作用下地基 .....................................................................................89 基礎抗沖切驗算 .............................................................................................90 基礎受彎計算 .................................................................................................90 計算結果 ................................................................................................................91 X 方向彎矩驗算結果 ...................................................................................91 Y 方向彎矩驗算結果 ...................................................................................92參考文獻 ..........................................................................................................................93致謝 ....................................................................................................................................94聊城大學本科畢業(yè)設計1輔助教學樓設計（框架結構）建筑部分第一部分：建筑設計 總平面設計本工程總建筑面積 4617 ，層數(shù)為五層，層高 。s mecahnical are many advantages of reinforced concrete frame structure,such as flexible arrangement of space,a certain level of lateral force resisting system and wonderful earthquake resistance of kind of structure can be used in schools, hospitals,hotels,residential and some industrial plants This design is a scheme of a Teaching Building it includes two partsarchitecture design and structure design. In the architecture design. In the architecture design and structure designing the architecture design, I pressively consider the base averment using faction, structure type, construction building materials equipment architecture economy and architecture economy and architecture art act. Then I mainly solve using space in this building and coordination between inside and outside conditions. In the structure design, determine the structure design based on architecture first design. Select the right structure type. Precede structure arrangement and sizes of structure ponents to calculate. All work about calculation including load estimation deform test. Mechanics analysis and selection design, In the end, drawing all the blueprints of architecture construction and structure constructor.key word: Frame structure 。結構計算包括荷載計算、變形驗算、內(nèi)力分析及截面設計，并繪制相關的結構施工圖。本次畢業(yè)設計是一幢教學樓設計，包括建筑設計和結構設計兩部分內(nèi)容。畢業(yè)設計應于 2022 年 5 月20 日前完成后交學院，由指導教師和評閱人分別評閱后提交畢業(yè)設計答辯委員會。（1）建筑（手繪一套、autocad 繪制一套）：建筑設計總說明（打?。?，建筑平面圖 3 張，建筑立面圖 3 張，建筑剖面圖 1 張，屋頂平面圖 1 張，節(jié)點詳圖 3 個。2）樓板的設計：選取首層或標準層中有代表性的 1 層進行手算設計分析。（基礎平面圖和基礎詳圖、標準層結構平面布置圖、標準框架施工圖、樓梯詳圖等）。計算內(nèi)容包括：（1）在建筑中選擇一榀框架進行內(nèi)力計算（考慮地震作用及其組合），確定截面、計算簡圖、荷載分析、內(nèi)力計算、內(nèi)力組合及截面