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服務(wù)樓建筑方案a及結(jié)構(gòu)設(shè)計(jì)畢業(yè)設(shè)計(jì)-wenkub

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【正文】 ...........................................................................................7 雙向板的計(jì)算 ........................................................................................7 IV 一層樓板 B1 .................................................................................... 7 雙向板的配筋 ....................................................................................... 8 一層樓板 B1..................................................................................... 9 次梁的計(jì)算 ......................................................................................... 17 一層次梁 CL1................................................................................ 17 一層次梁 CL2................................................................................ 18 一層次梁 CL3................................................................................ 19 一層次梁 CL4................................................................................ 21 一層次梁 CL5................................................................................ 22 三層次梁 CL1′ .............................................................................. 23 三層次梁 CL5′ .............................................................................. 24 四層次梁 CL1″ .............................................................................. 25 屋面次梁 CL1″ .............................................................................. 26 第 5 章 豎向荷載計(jì)算 ....................................................................................... 28 重力荷載計(jì)算 ...................................................................................... 28 屋面恒荷載 ................................................................................... 28 樓面恒荷載 ................................................................................... 28 底層墻自重 ................................................................................... 28 二層墻自重 ................................................................................... 29 三層墻自重 ................................................................................... 29 四層墻自重 ................................................................................... 29 主梁自重 ....................................................................................... 30 次梁自重 ....................................................................................... 30 柱自重 ........................................................................................... 30 女兒墻( 高) .................................................................... 30 屋面活荷載 ................................................................................. 30 樓面活荷載(與前面統(tǒng)計(jì)相同) ............................................. 31 框架側(cè)移剛度計(jì)算 ............................................................................... 31 橫向框架側(cè)剛度計(jì)算 ................................................................... 31 V 框架柱線剛度計(jì)算 .......................................................................32 橫向水平荷載作用下框架的內(nèi)力和側(cè)移計(jì)算 ...........................34 橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力 .......................................................39 風(fēng)荷載標(biāo)準(zhǔn)值 ...............................................................................39 第 6 章 豎向荷載作用下框架結(jié)構(gòu)的計(jì)算 .......................................................42 恒荷載的計(jì)算 .......................................................................................42 活荷載的計(jì)算 .......................................................................................44 用彎矩二次分配法計(jì)算彎矩 ...............................................................46 計(jì)算梁柱線剛度 ...........................................................................46 計(jì)算彎矩分配系數(shù) .......................................................................46 內(nèi)力計(jì)算 .......................................................................................48 第 7 章 橫向框架內(nèi)力組合 ...............................................................................53 結(jié)構(gòu)抗震等級(jí) .....................................................................................53 框架的內(nèi)力組合 .................................................................................53 第 8 章 框架截面設(shè)計(jì) .......................................................................................59 框架梁 .................................................................................................59 梁正截面受彎承載力計(jì)算 ...........................................................59 斜截面受剪承載力計(jì)算 ...............................................................60 框架柱 .................................................................................................62 柱的剪跨比和軸壓比驗(yàn)算 ...........................................................62 柱的正截面承載力計(jì)算 ...............................................................62 柱的斜截面承載力計(jì)算 ...............................................................66 框架梁柱核心區(qū)截面的抗震驗(yàn)算 .....................................................67 第 9 章 樓梯設(shè)計(jì) ...............................................................................................69 設(shè)計(jì)資料 .............................................................................................69 梯板設(shè)計(jì) .............................................................................................69 荷載統(tǒng)計(jì) .......................................................................................69 截面設(shè)計(jì) .......................................................................................70 平臺(tái)板設(shè)計(jì) .........................................................................................70 VI 荷載統(tǒng)計(jì) ....................................................................................... 70 截面設(shè)計(jì) ....................................................................................... 71 平臺(tái)梁設(shè)計(jì) ...........................
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