【文章內(nèi)容簡(jiǎn)介】 ............................................................. I 墻、門(mén)窗 ............................................................................................................... I 樓板、地面及屋面重力荷載計(jì)算 ....................................................................... I 屋面及樓面可變荷載標(biāo)準(zhǔn)值 ............................................................................... I 荷載分類 ............................................................................................................... I 重力荷載代表值 ................................................................................................... I 風(fēng)荷載計(jì)算 ........................................................................................................... I 5 橫向 水平地震作用下框架結(jié)構(gòu)的內(nèi)力和 側(cè) 移計(jì)算 ......................... 19 橫向自振周期計(jì)算 ............................................................................................... I西安工業(yè)大學(xué)畢業(yè)設(shè)計(jì) III 水平地震作用及樓層 地震剪力計(jì)算 ................................................................... I 多遇水平地震作用下的位移驗(yàn)算 .................................................................... 21 水平地震作用下框架內(nèi)力計(jì)算 ........................................................................ 21 6 豎向荷載作用下框架結(jié)構(gòu) 的 內(nèi)力計(jì)算（橫向框架） 錯(cuò)誤 !未定義書(shū)簽。 計(jì)算單元的選擇 ................................................................................................ 25 荷載計(jì)算 ............................................................................................................ 25 恒荷載作用下柱的內(nèi)力計(jì)算 .................................................................... 25 活荷載作用下柱的內(nèi)力計(jì)算 .................................................................... 27 恒荷載作用 下梁的內(nèi)力計(jì)算 .................................................................... 28 活荷載作用下梁的內(nèi)力計(jì)算 .................................................................... 29 內(nèi)力計(jì)算 ............................................................................................................ 29 梁端剪力及柱軸力的計(jì)算 ................................................................................ 32 框架梁的內(nèi)力組合 .............................................................. 錯(cuò)誤 !未定義書(shū)簽。 結(jié)構(gòu)抗震等級(jí) .............................................................. 錯(cuò)誤 !未定義書(shū)簽。 框架梁的內(nèi)力組合 ...................................................... 錯(cuò)誤 !未定義書(shū)簽。 胯間最大彎矩的計(jì)算 .................................................. 錯(cuò)誤 !未定義書(shū)簽。 梁端剪力的調(diào)整 .......................................................... 錯(cuò)誤 !未定義書(shū)簽。 柱端彎矩設(shè)計(jì)值的調(diào)整 ............................................................................ 40 柱端剪力組合和設(shè)計(jì)值的調(diào)整 .......................................... 錯(cuò)誤 !未定義書(shū)簽。 7 框架梁柱截面 設(shè)計(jì) ........................................................................... 44 框架梁設(shè)計(jì) .......................................................................... 錯(cuò)誤 !未定義書(shū)簽。 梁的正截面受彎承載力計(jì)算 .................................................................... 44 梁的斜截面受剪承載力計(jì)算 .................................................................... 45 框架柱截面設(shè)計(jì) ................................................................................................ 48 柱截面尺寸驗(yàn)算 ........................................................................................ 48 柱正截面承載力計(jì)算 ................................................................................ 49 柱斜截面承載力計(jì)算 ................................................................................ 50 西安工業(yè)大學(xué)畢業(yè)設(shè)計(jì) III 框架柱節(jié)點(diǎn)核芯區(qū)截面抗 震驗(yàn)算 ............................................................ 55 8 樓板設(shè)計(jì) ............................................................................................................... 58西安工業(yè)大學(xué)畢業(yè)設(shè)計(jì) IV 設(shè)計(jì)參數(shù) ............................................................................................................ 58 計(jì)算跨度 ............................................................................................................ 58 彎矩計(jì)算及截面設(shè)計(jì) ........................................................................................ 59 彎矩計(jì)算 .................................................................................................... 59 截面設(shè)計(jì) ...................................................................... 錯(cuò)誤 !未定義書(shū)簽。 9 樓梯設(shè)計(jì) ........................................................................................... 63 梯段板 (TB TB2)設(shè)計(jì) ................................................................................ 63 荷載計(jì)算 .................................................................................................... 63 截面設(shè)計(jì) .................................................................................................... 63 平臺(tái)板 (PTB1)設(shè)計(jì) ........................................................................................... 63 荷載計(jì)算 ....................................................................................................... I 截面設(shè)計(jì) .................................................................................................... 64 平臺(tái)梁設(shè)計(jì) ........................................................................................................ 64 荷載計(jì)算 .................................................................................................... 64 截面設(shè)計(jì) ...................................................................... 錯(cuò)誤 !未定義書(shū)簽。 10 基礎(chǔ)設(shè)計(jì) ......................................................................................... 66 設(shè)計(jì)資料 .......................................................................................................... 66 基礎(chǔ)截面設(shè)計(jì) .................................................................................................. 66 基礎(chǔ)梁高 .................................................................................................. 66 翼板厚度 .................................................................................................. 66 基礎(chǔ)長(zhǎng)度 ...................