【正文】 mm 二~五層框架柱線剛度:ic=10 10 = 10 10 N各梁柱截面尺寸確定如下: 主梁:取h=1/9l=1/97200=800mm,取h=800mm,取b=350mm, 次梁:取h=1 /16l=1/167200=450mm,取h=500mm,取b=250mm, 柱子:取柱截面均為bh=600600mm,現(xiàn)澆板厚為100mm。then a typical transverse frame is taken to be the extract of putation sketch, the external loads such as the dead load, living load on the roof(floor)and the wind load are calculated。then the internal force in the structure is obtained through the moment distribution method under vertical loading and the modified knick point method under horizontal the following, the bination of internal force is the above basis, the design of structural ponents such as beams, columns and foundations are respectively carried out, and at the same time the checking putation of theslidesway under wind load is addition, the design of the stair(ladder period of board design, smooth bedplate design and platform beam design), the canopy and other accessory ponents are also pleted..To verify the accuracy of above results, numerical tests are performed with the software PKPM 2012, and the parisons prove that the original results are , the construction documents are pleted using the software AutoCAD :Reinforced concrete frame。 154 167。 152 167。 150 167。 146167。. 140 167。 138 167。 119167。 105167。 12 167。 屋面及樓面活荷載計算 錯誤！未定義書簽。 8 167。 總之，適用、安全、經(jīng)濟(jì)、使用方便是本設(shè)計的原則。第一篇：土木工程畢業(yè)設(shè)計目錄緒論………………………………………………………..………………..…………….1 工程背景……………………………………………………………………………1 設(shè)計資料……………………………………………………………………..1 材料…………………………………………………………………………..1 …………………………………………………………………………….1 本章小節(jié)…………………………………………………………………………….2 2 框架結(jié)構(gòu)計算………………………………………………..............................................3 工程概況………………..…………………………………………………………...3 設(shè)計資料……………………………………….…………………………....3 梁柱截面、梁跨度及柱高度的確定……….………………………………………..4 何載計算……………….…….……………………..................................................7 屋面均布荷載……………………………………….………………………7 樓面均布恒載……………………………………………………………….7 屋面均布活載……………………………………………………………….7 樓面均布活荷載…………………………………………………………….7 梁柱自重……………….…….……………………...................................................8 墻體自重……………….…….……………………...................................................9 荷載總匯……………….…….…………………….................................................12 3 水平地震作用下框架的側(cè)向位移驗算…………………………...…………………….15 橫向線剛度………………………………………………………...........................15 橫向框架柱的側(cè)移剛度D值……………………………………………..15 橫向框架自振周期………………………………………………………...15 橫向地震作用計算………………………………………………...........................17 橫向框架抗震變形驗算…………………………………………………………...18 水平地震作用下橫向框架的內(nèi)力分析…………………………………………...19 豎向荷載作用下橫向框架的內(nèi)力分析…………………………………………...20 荷載計算…………………………………………………………………...20 用彎矩分配法計算框架彎矩……………………………………………...22 梁端剪力及柱軸力的計算…………………………….…………………………26 4 內(nèi)力組合計算…………………………………………………........................................28 框架梁內(nèi)力組合………………………………………….....................................28 柱內(nèi)力組合……………………………………………...........................32 截面設(shè)計……………………………………………................................33 內(nèi)力計算…………………………………………………………………………...34 柱截面設(shè)計………………………………………………………………………..35 底層D柱截面設(shè)計………………………………………………………..35 本章小節(jié)…………………………………………………………………..39 5 樓板計算 ………………………………………………………………………………40 基本數(shù)據(jù)………………………………………………………………………….40 計算結(jié)果………………………………………………………………………….40 跨中撓度驗算…………………………………………………………………….41 裂縫寬度驗算…………………………………………………………………….42 6 樓板設(shè)計……………………………………………………………………………….46 基本數(shù)據(jù)…………………………………………………………………………..46 計算結(jié)果…………………………………………………………………………..46 跨中撓度驗算……………………………………………………………………..47 裂縫寬度驗算……………………………………………………………………...48 7 樓梯鋼筋計算…………………………………………………………………………..52 荷載和受力計算…………………………………………………………………...52 配筋面積計算………………………………………………………………….......53 配筋結(jié)果…………………………………………………………………...............54 8 屋面板設(shè)計…………………………………………………………………................56 基本資料…………………………………………………………………...............56 計算結(jié)果…………………………………………………………………...............56 跨中撓度驗算………………………………………………………………..........57 裂縫寬度驗算……………………………………………