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畢業(yè)設(shè)計(jì)-六層框架結(jié)構(gòu)圖書(shū)館設(shè)計(jì)-wenkub

2022-12-14 19:24:17 本頁(yè)面
 

【正文】 ............................... 6 ............................................................ 7 橫梁線剛度 bi 的計(jì)算 ............................................................. 8 縱梁線剛度 bi 的計(jì)算 ............................................................. 8 柱線剛度 ci 的計(jì)算 .............................................................. 8 各層橫向側(cè)移剛度計(jì)算 ( D 值法) .................................................. 8 ........................................................ 10 樓屋面永久荷載標(biāo)準(zhǔn)值 .......................................................... 10 屋面及樓面可變荷載標(biāo)準(zhǔn)值 ...................................................... 11 墻、門、窗重力荷載計(jì)算 ........................................................ 11 梁、柱計(jì)算 ................................................................... 11 梁柱平面布置圖 .......................................................... 11 梁、柱重力荷載計(jì)算 ...................................................... 11 各質(zhì)點(diǎn)重力荷載代表值計(jì) 算 ...................................................... 13 ............................. 18 橫向自振周期的計(jì)算 ............................................................ 18 水平地震作用及樓層地震剪力 的計(jì)算 ............................................... 19 多遇水平地震作用下的位移驗(yàn)算 ................................................... 20 水平地震作用下框架內(nèi)力計(jì)算 .................................................... 21 計(jì)算 ......................................... 26 計(jì)算單元確定 .................................................................. 26 荷載計(jì)算 ..................................................................... 26 恒載作用 ................................................................ 26 活載作用 ................................................................ 28 內(nèi)力計(jì)算 ..................................................................... 29 ............................................................. 36 結(jié)構(gòu)抗震等級(jí) .................................................................. 36 某省某市某 大學(xué)工程學(xué)院畢業(yè)設(shè)計(jì) 2 框架梁內(nèi)力組合 ................................................................ 36 框架梁內(nèi)力組合 .......................................................... 37 柱端彎矩設(shè)計(jì)值及調(diào)整 .................................................... 43 ...................................................................... 45 框架梁 ...................................................................... 45 梁正截面受彎承載力計(jì)算 .................................................. 45 梁斜截面受剪承載力計(jì)算 .................................................. 46 框架柱 ...................................................................... 47 柱截面尺寸驗(yàn)算 ......................................................... 47 柱正截面承載力計(jì)算 ..................................................... 48 柱斜截面受剪承載力計(jì)算 .................................................. 51 框架梁柱節(jié)點(diǎn)核心區(qū)截面抗震驗(yàn)算 ................................................ 52 ...................................................................... 54 設(shè)計(jì)資料 .................................................................... 54 樓梯概況 ............................................................... 54 樓梯結(jié)構(gòu)平面布置圖 ..................................................... 54 樓梯板設(shè)計(jì) .................................................................. 54 梯段板數(shù)據(jù) ............................................................. 54 確定板厚 ............................................................... 54 荷載計(jì)算 ............................................................... 55 內(nèi)力計(jì)算 ............................................................... 55 配筋計(jì)算 ............................................................... 55 平臺(tái)板設(shè)計(jì) .................................................................. 56 確定板厚 ............................................................... 56 荷載計(jì)算 ............................................................... 56 內(nèi)力計(jì)算 ............................................................... 56 配筋計(jì)算 ............................................................... 56 平臺(tái)梁設(shè)計(jì) .................................................................. 57 平臺(tái)梁截面 ............................................................. 57 荷載計(jì)算 ............................................................... 57 截面設(shè)計(jì) ............................................................... 58 ...................................................................... 59 樓面梁格布置圖 ............................................................... 59 荷載設(shè)計(jì)值 .................................................................. 59 13..基礎(chǔ)設(shè)計(jì) ..................................................................... 65 地質(zhì)條件 .................................................................... 65 采用 基礎(chǔ)的形式 ............................................................. 65 樁 形的選擇與樁長(zhǎng)的確定 ....................................................... 65 樁數(shù)與樁位設(shè)計(jì) A 柱 ........................................................... 65 確定單樁豎向承載力 ..................................................... 66 樁基受力驗(yàn)算 ........................................................... 66 樁身結(jié)構(gòu)設(shè)計(jì) ................................................................. 67 承臺(tái)設(shè)計(jì) .................................................................... 67 各樁樁頂反力計(jì)算 ....................................................... 67 某省某市某 大學(xué)工程學(xué)院畢業(yè)設(shè)計(jì) 3 抗沖切計(jì) 算 ............................................................. 67 樁數(shù)與樁位設(shè)計(jì) B 柱 ........................................................... 69 確定單樁豎向承載力 ..................................................... 69 樁基受力驗(yàn)算 ........................................................... 70 承臺(tái)設(shè)計(jì) ............................................................... 70 各樁樁頂反力計(jì)算 ............................................................. 70 樁頂反力的確定 ......................................................... 70 抗沖切計(jì)算 ......................
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