【正文】 布置 及荷載分布 均勻，選取一榀排架進(jìn)行計(jì)算，計(jì)算見(jiàn)圖和計(jì)算單元如下圖。 （ 3）抗震設(shè)防烈度 抗震設(shè)防烈度為 9 度，設(shè)計(jì)基本地震加速度值為 g，建筑場(chǎng)地土類別為 二類，場(chǎng)地特征周期為 s，框架抗震等級(jí)為 一 級(jí)，設(shè)計(jì)地震分組為第一組。 ③ 基本風(fēng)壓： W0= kN/m2，地面粗糙程度為 B 類。C。C；最高氣溫 176。 ④ 卵石 層：厚度約為 m，承載力特征值 fak= 280 kPa，天然重度 。 ② 粉質(zhì)黏 土：厚度約為 m，承載力特征值 fak= 180 kPa，天然重度 kN/m3， e 及 IL 均小于 。 主要承重構(gòu)件選取 構(gòu)件名稱 標(biāo)準(zhǔn)圖集 荷載標(biāo)準(zhǔn)值 選用型號(hào) 預(yù)應(yīng)力鋼筋混凝土屋面板 G410（一） 6m 2/mkN 包括灌縫座 YWB2Ⅱ （ S） 預(yù)應(yīng)力鋼筋混凝土折線型屋架 G415（三） 106kN/榀 YWJ242Aa 鋼筋混凝土吊車梁 G323（二） G426 46kN/根 04G426 YDL3(BZ ) 吊車軌道及軌道連接件 G325 mkN/ DGL10 鋼筋混凝土基礎(chǔ) 梁 G320 (整墻） JL3（開(kāi)墻） 鋼窗 2/mkN 240mm 磚墻及粉刷 2/mkN 設(shè)計(jì)基本資料 （ 1）工程地質(zhì)條件 要求學(xué)生自行查閱相關(guān)地質(zhì) 勘察 報(bào)告，確定場(chǎng)區(qū)范圍內(nèi)地下水位，地下水對(duì)一般建筑材料無(wú)侵蝕作用， 因此 不考慮土的液化?？缍仍?1530m 之間，柱頂標(biāo)高大于 8m，平面尺寸自行設(shè)定。 bent bination of internal forces and columns 目 錄 摘 要 ............................................................................................................................. 1 Abstract ............................................................................................................................ 9 1 設(shè)計(jì)概況 ...................................................................................................................... 1 工程概況 ............................................................................................................ 1 主要承重構(gòu)件選取 .............................................................................................. 1 設(shè)計(jì)基本資料 ..................................................................................................... 1 2 計(jì)算單元簡(jiǎn)圖 ............................................................................................................... 3 3 荷載計(jì)算 ...................................................................................................................... 4 恒荷載計(jì)算 ......................................................................................................... 4 活荷載計(jì)算 ......................................................................................................... 5 4 排架內(nèi)力計(jì)算 ............................................................................................................... 8 柱剪力分配系數(shù)計(jì)算 ........................................................................................... 8 恒荷載作用下排架內(nèi)力計(jì)算 ................................................................................ 8 活荷載作用下排架內(nèi)力計(jì)算 .............................................................................. 10 5 內(nèi)力組合 .................................................................................................................... 24 6 框架柱截面設(shè)計(jì) .......................................................................................................... 28 A 配筋計(jì)算 ........................................................................................................ 28 B 柱配筋計(jì)算 ..................................................................................................... 32 C 柱配筋計(jì)算 ..................................................................................................... 38 抗風(fēng)柱配筋計(jì)算 ................................................................................................ 42 6 基礎(chǔ)設(shè)計(jì) .................................................................................................................... 47 A 柱基礎(chǔ)設(shè)計(jì) ..................................................................................................... 47 B 柱基礎(chǔ)設(shè)計(jì) ..................................................................................................... 50 C 柱基礎(chǔ)設(shè)計(jì) ..................................................................................................... 53 抗風(fēng)柱基礎(chǔ)設(shè)計(jì) ................................................................................................ 57 結(jié) 論 ........................................................................................................................... 61 參考文獻(xiàn) ........................................................................................................................ 62 致 謝 ........................................................................................................................... 63 1 1 設(shè)計(jì)概況 工程概況 廠房為單層鋼筋混凝土框架結(jié)構(gòu)體系，建筑面積約 20xx~3000m2。 car plant has lighting, and ventilation, and insulation, features needs, it makes factory housing cover Shang often to erected skylights, roofing to has insulation measures, Premises shall have adequate lighting around the area are auto production technology and the rapid development of technology, changing, demanding, it requires that the plant can form a large space, flexible interiors, leaving room for the plant expansion. For the more open structure, Interior have no walls, just around pillars and walls, pillars sustain the roof load, wall Crane loads, wind loads, earthquake. Therefore, singlestorey auto building current and future China plays an increasingly important role in the Socialist economic construction. Keywords: load calculation。 關(guān)鍵詞 ： 荷載計(jì)算；排架內(nèi)力計(jì)算；排架內(nèi)力組合； 柱、基礎(chǔ)配筋計(jì)算 9 Abstract According to design specification requirements, this singlestorey auto building located in Xichang city, the design for the construction is introduced in detail, structural design, including loading, calculation of internal force and internal force of posite, post design, seismic reinforcement design, Foundation design, elaborated the design of singlestorey auto building in order process. Singlestorey auto building structure services in automobile production, reasonable structure, construction of singlelayer technology framework. The skeleton that can resist effects encountered in car production to meet industrial production processes, industrial plants safe, durable and beautiful coordination of architectural environment, and many other needs. Car production process in the needs consider on weight more heavy, and volu