【正文】 ..............................................................46 風(fēng)荷載作用下框架內(nèi)力計(jì)算 ...........................................................................49 地震荷載作用下框架的內(nèi)力計(jì)算 .........................................................................51 水平地震作用產(chǎn)生的框架內(nèi)力 .......................................................................54 水平荷載作用下框架的抗側(cè)移驗(yàn)算 ...............................................................557. 橫向框架內(nèi)力組 ......................................................................................................57 框架內(nèi)力組合計(jì)算 ..................................................................................................57 框架內(nèi)力組合 ...................................................................................................57 框架梁內(nèi)力組合計(jì)算表 ...................................................................................57 框架柱的內(nèi)力組合表 .......................................................................................598. 截面設(shè)計(jì) ....................................................................................................................65 框架梁設(shè)計(jì) ..............................................................................................................65 框架梁正截面配筋計(jì)算 ...................................................................................65 框架梁斜截面受剪承載力計(jì)算 .......................................................................67 框架柱的配筋計(jì)算 .................................................................................................68 框架柱斜截面受剪承載力計(jì)算 .......................................................................76 裂縫驗(yàn)算 .................................................................................................................79 受彎構(gòu)件裂縫驗(yàn)算 ...........................................................................................79 偏心受壓構(gòu)件裂縫驗(yàn)算 ...................................................................................819. 樓梯設(shè)計(jì) ....................................................................................................................82 樓梯板計(jì)算 ..............................................................................................................82 基本信息 ...........................................................................................................82 幾何參數(shù) ...........................................................................................................82聊城大學(xué)本科畢業(yè)設(shè)計(jì) 4 材料信息 ...........................................................................................................83 計(jì)算過程 ...........................................................................................................83 計(jì)算結(jié)果：(為每米寬板帶的配筋) ................................................................84 平臺(tái)板計(jì)算 ..............................................................................................................84 平臺(tái)板荷載計(jì)算 ...............................................................................................84 平臺(tái)板截面設(shè)計(jì) ...............................................................................................84 平臺(tái)梁計(jì)算 ..............................................................................................................85 平臺(tái)梁荷載計(jì)算 ...............................................................................................85 平臺(tái)梁截面設(shè)計(jì) ...............................................................................................8510. 基礎(chǔ)設(shè)計(jì) ..................................................................................................................87 設(shè)計(jì)參數(shù) ................................................................................................................87 幾何參數(shù) .........................................................................................................87 荷載值 .............................................................................................................88 材料信息 .........................................................................................................88 基礎(chǔ)幾何特性 .................................................................................................88 計(jì)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(yàn)算 .................................................................89 偏心荷載作用下地基 .....................................................................................89 基礎(chǔ)抗沖切驗(yàn)算 .............................................................................................90 基礎(chǔ)受彎計(jì)算 .................................................................................................90 計(jì)算結(jié)果 ................................................................................................................91 X 方向彎矩驗(yàn)算結(jié)果 ...................................................................................91 Y 方向彎矩驗(yàn)算結(jié)果 ...................................................................................92參考文獻(xiàn) ..........................................................................................................................93致謝 ....................................................................................................................................94聊城大學(xué)本科畢業(yè)設(shè)計(jì)1輔助教學(xué)樓設(shè)計(jì)（框架結(jié)構(gòu)）建筑部分第一部分：建筑設(shè)計(jì) 總平面設(shè)計(jì)本工程總建筑面積 4617 ，層數(shù)為五層，層高 。場地類別為II 類建筑場地。雙向板按彈性理論的計(jì)算方法：①多跨連續(xù)雙向板跨中最大正彎矩：為了求得連續(xù)雙向板跨中最大正彎矩，荷載分布情況可以分解為滿布荷載g+q/2 及間隔布置 q/2 兩種情況，前一種情況可近似認(rèn)為各區(qū)格板都固定支承在中?間支承上，對于后一種情況可近似認(rèn)為在中間支承處都是簡支的。mMd=1/14(g+q)L03= ＝表 連續(xù)次梁正截面及斜截面承載力計(jì)算點(diǎn)下表 截面 端支座內(nèi)側(cè) 離端第二支座外側(cè)V/kN ?＞V ＞Vt7＞V ＞V選用箍筋 2A8 2A821/mnaAsvs?101 101/?按構(gòu)造配筋 按構(gòu)造配筋實(shí)配箍筋間距 S/mm 200 200截面 離端第二支座內(nèi)側(cè) 中間支座外側(cè)、內(nèi)側(cè)V/kN ?＞V ＞Vt7＞V ＞V選用箍筋 2A8 2A821/mnaAsvs?101 101/?按構(gòu)造配筋 按構(gòu)造配筋實(shí)配箍筋間距 S/mm 200 200聊城大學(xué)本科畢業(yè)設(shè)計(jì)15第