【正文】 ................................................ 79 五層 BC 梁的斜截面受剪承載力計(jì)算 ................................................................ 80 框架柱 ............................................................................................................................. 80 一層中柱的截面設(shè)計(jì) ............................................................................................. 80 一層邊柱的截面設(shè)計(jì) ............................................................................................. 84 二層中柱的截面設(shè)計(jì) ............................................................................................. 87 二層邊柱的截面設(shè)計(jì) ............................................................................................. 90 第 8 章 樓板設(shè)計(jì) .................................................................................................................... 94 結(jié)構(gòu)平面布置 .................................................................................................................. 94 荷載計(jì)算 .......................................................................................................................... 94 計(jì)算簡(jiǎn)圖 .......................................................................................................................... 95 彎矩設(shè)計(jì)值 .............................................................................................................. 95 截面受彎承載力設(shè)計(jì) ............................................................................................... 96 區(qū)格板的計(jì)算 .......................................................................................................... 97 計(jì)算跨度 的求解 ................................................................................................... 97 0l 彎矩的求解 ............................................................................................................... 97 截面設(shè)計(jì) ................................................................................................................... 98 第 9 章 基礎(chǔ)設(shè)計(jì) .................................................................................................................... 99 基礎(chǔ)梁截面尺寸的選取 ............................................................................................. 99 荷載選用 ..................................................................................................................... 99 基礎(chǔ)截面計(jì)算 ........................................................................................................... 100 地基承載力及基礎(chǔ)沖切驗(yàn)算 ................................................................................ 101 5 地基承載力驗(yàn)算 .................................................................................................. 101 沖切驗(yàn)算 .............................................................................................................. 101 基礎(chǔ)底板配筋計(jì)算 .................................................................................................. 102 第 10 章 樓梯設(shè)計(jì) ................................................................................................................ 103 基本資料 ...................................................................................................................... 103 設(shè)計(jì)規(guī)范 ................................................................................................................... 103 幾何參數(shù) ............................................................................................................... 104 荷載參數(shù) ............................................................................................................... 104 材料參數(shù) ............................................................................................................... 104 荷載計(jì)算過(guò)程 .............................................................................................................. 104 樓梯幾何參數(shù) ....................................................................................................... 105 荷載設(shè)計(jì)值 ........................................................................................................... 105 正截面承載能力計(jì)算 .................................................................................................. 105 斜截面承載能力驗(yàn)算 .................................................................................................. 107 裂縫寬度驗(yàn)算 .............................................................................................................. 107 荷載效應(yīng)的標(biāo)準(zhǔn)組合值 ....................................................................................... 107 裂縫寬度驗(yàn)算 ....................................................................................................... 107 附 表 ...................................................................................................................................... 109 參考文獻(xiàn) .................................................................................................................................. 121 結(jié) 論 ...................................................................................................................................... 122 致 謝 ...................................................................................................................................... 123 6 摘 要本工程是根據(jù)山東理工大學(xué)土木工程專業(yè)畢業(yè)設(shè)計(jì)任務(wù)書的要求，對(duì)淄博泰達(dá)賓館進(jìn)行建筑與結(jié)構(gòu)設(shè)計(jì)。在確定框架布局之后，先進(jìn)行了重力荷載代表值的計(jì)算,然后計(jì)算水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力） 。關(guān)鍵詞： 框架 結(jié)構(gòu)設(shè)計(jì) 抗震設(shè)計(jì) 荷載 7 AbstractThis project is designed by the graduation project specification of civil engineering specialty, Shandong University of Technology, which includes two parts of building design and structural design. This project main body span , width 18 meters , this project main body five floors. Architectural ponents, in the spirit of fort, safety, economy, design principle, in accordance with the relevant building codes, pleted construc