【正文】 ....................................... 73 設計資料 ............................................................................................................................................ 73 荷載計算 ............................................................................................................................................ 74 板的計算 ............................................................................................................................................ 74 第九章 樓梯設計 ......................................................................................................................................... 78 建筑設計 ..................................................................................................................................................... 78 結(jié)構(gòu)設計 ..................................................................................................................................................... 78 梯段板設計 ................................................................................................................................................. 79 斜板設計（一、二層） .................................................................................................................... 79 平臺板設計 ........................................................................................................................................ 80 平臺梁設計 ........................................................................................................................................ 81 第十章 基礎設計 ......................................................................................................................................... 83 材料選用 ................................................................................................................................................... 83 荷載選用 ................................................................................................................................................... 83 由基礎梁傳到基頂?shù)暮奢d .............................................................................................................. 83 基礎截面計算 ........................................................................................................................................... 84 地基承載力及基礎沖切驗算 ................................................................................................................... 84 A 柱的驗算 ...................................................................................................................................... 84 B 柱的驗算 ....................................................................................................................................... 86 陳鵬：華源開發(fā)公司多層商業(yè)辦公樓框架結(jié)構(gòu)設計 基礎底板計算配筋 ................................................................................................................................... 87 A 柱的配筋計算 .............................................................................................................................. 87 B 柱的配筋計算 ............................................................................................................................... 88 結(jié) 論 ........................................................................................................................................................... 90 參考文獻 ........................................................................................................................................................ 91 致 謝 ........................................................................................................................................................... 92 銅陵學院畢業(yè)論文（設計） 1 第一章 建筑設計說明 這次畢業(yè)設計的課題為華源開發(fā)公司多層商業(yè)辦公樓框架結(jié)構(gòu)設計,本著富有時代氣息的原則,來設計一座具有現(xiàn)代化氣息的商業(yè)辦公樓。 The load calculation。關鍵詞： 框架結(jié)構(gòu)；抗震設計；荷載計算；內(nèi)力計算；計算配筋 陳鵬：華源開發(fā)公司多層商業(yè)辦公樓框架結(jié)構(gòu)設計AbstractThis design for huayuan worldbest pany developed the multilayered mercial office building structural design, uses frame structure, construction layer for five layers. This region seismic fortification intensity of 7 degrees, site categories for type venues, basic wind pressure is for , basic snow . Floor, roof adopts castinsitu reinforced concrete 2/structure. This design implementation the practical, safe, economic, beautiful design principle. According to the architectural design standard, carefully consider the various factors affecting design. This design chose the transverse frame structure scheme design among. The first between layers of load calculation, then represent value for using vertex displacement method, and then from the earthquake cycle by bottom shear method to calculate the size of horizontal seismic load, and calculate the structure in the wind load, and then find out load size under horizontal loads of structural internal force (moment, shear force and axial force). Then calculating vertical load (constant load and live load) under the action of structural internal force. Find out the most unfavorable one group or several groups of internal force bination. Select the security reinforcement and the results calculated animation In addition to the structure scheme design of indoor stair, pleting the flat bedplate, ladder section board, platform beam of internal force and the ponent such as reinforcement calculation and construction drawing. Also on floor reinforcement calculation, using yes is twoway board. Foundation adopted under column independent basis, the base line stress and reinforcement calculation. The whole design process, strictly abide by relevant professional regulation, reference related materials and related the latest national standard atlas of design of each link, prehensive prehensive scientific consideration. Anyhow, practical, safe, economic, beautiful is the design principles. Design calculation the whole process