【正文】 ... 9 屋面樓面恒載計(jì)算 ..................................................... 9 第一層結(jié)構(gòu)構(gòu)件自重計(jì)算 .............................................. 10 第二層結(jié)構(gòu)構(gòu)件自重計(jì)算 : .............................................. 14 第三層結(jié)構(gòu)構(gòu)件自重計(jì)算 ............................................... 17 四、五層結(jié)構(gòu)構(gòu)件自重計(jì)算 ............................................. 20 第六層結(jié)構(gòu)構(gòu)件自重計(jì)算 ............................................... 20 各層質(zhì)點(diǎn)重力荷載代表值計(jì)算 ........................................... 21 橫向框架側(cè)移剛度計(jì)算 ....................................................... 22 梁線剛度計(jì)算 ......................................................... 22 柱側(cè)移剛度計(jì)算 ....................................................... 23 4 水平荷載作用計(jì)算 .................................................................. 25 水平地震作用框架內(nèi)力計(jì)算 ................................................... 25 自振周期計(jì)算 ......................................................... 25 水平地震作用及樓層地震剪力計(jì)算 ....................................... 25 變形驗(yàn)算 ............................................................. 26 水平地震作用下框架內(nèi)力計(jì)算 ........................................... 27 風(fēng)荷載作用下框架內(nèi)力計(jì)算 .................................................. 32 風(fēng)荷載標(biāo)準(zhǔn)值計(jì)算 ................................................... 32 風(fēng)荷載作用框架內(nèi)力計(jì)算 ............................................... 33 5 豎向荷載作用下框架內(nèi)力計(jì)算 ....................................................... 40 恒荷載作用下框架（ KJ4）內(nèi)力計(jì)算 .......................................... 40 計(jì)算單元確定 ......................................................... 40 青海大學(xué)土木工程學(xué)院畢業(yè)設(shè)計(jì)：黃河清賓館 Ⅴ 青海大學(xué) 土木工程學(xué)院 荷載傳遞 ............................................................. 40 恒荷載計(jì)算 ........................................................... 40 桿端彎矩分配系數(shù) ..................................................... 43 恒荷載作用下梁端彎矩 ................................................. 45 恒荷載作用下跨中彎矩計(jì)算 ............................................. 46 恒荷載作用下梁端、柱端彎矩二次分配 ................................... 46 恒荷載作用下框架梁、柱彎矩圖 ......................................... 48 恒載作用下梁端剪力計(jì)算 ............................................... 49 恒荷載作用下柱軸力計(jì)算 .............................................. 49 活荷載作用下框架內(nèi)力計(jì)算 .................................................... 52 活荷載計(jì)算 ........................................................... 52 活荷載作用下梁端彎矩計(jì)算 ............................................. 53 活荷載作用下梁端、柱端彎矩采用彎矩二次分配 ........................... 53 活荷載作用下梁端剪力計(jì)算 ............................................. 54 活荷載作用下柱軸力計(jì)算 ............................................... 55 重力荷載作用下框架內(nèi)力計(jì)算 .................................................. 57 重力荷載代表值計(jì)算 ................................................... 57 重力荷載作用下梁端彎矩計(jì)算 ........................................... 59 重力荷載作用下梁端剪力計(jì)算 ........................................... 60 重力荷載作用下柱軸力計(jì)算 ............................................. 61 6 內(nèi)力組合 ........................................................................ 64 結(jié)構(gòu)抗震等級(jí) ................................................................ 64 最不利內(nèi)力 .................................................................. 64 彎矩調(diào)幅 .................................................................... 65 承載力抗震調(diào)整系數(shù) .......................................................... 65 內(nèi)力組合 .................................................................... 69 框架梁內(nèi)力組合 ....................................................... 69 框架柱內(nèi)力組合 ....................................................... 73 7 截面設(shè)計(jì) .......................................................................... 77 框架梁截面設(shè)計(jì) ............................................................ 77 框架梁翼緣寬的確定 ................................................... 77 框架梁正截面受彎承載力計(jì)算 ........................................... 77 框架梁斜截面受剪承載力計(jì)算 ........................................... 79 框架柱配筋計(jì)算 .............................................................. 81 柱斜截面受剪承載力 ................................................... 81 框架柱正截面承 載力計(jì)算 ............................................... 82 8 板的設(shè)計(jì) ........................................................................ 87 荷載設(shè)計(jì)值 .................................................................. 87 彎矩計(jì)算 .................................................................... 88 A 區(qū)格板配筋計(jì)算 .................................................... 88 B 區(qū)格板配筋計(jì)算 .................................................... 89 C 區(qū)格板配筋計(jì)算 .................................................... 89 9 基礎(chǔ)設(shè)計(jì) ......................................................................... 91 設(shè)計(jì)說(shuō)明 .................................................................. 91 柱下獨(dú)立基礎(chǔ)的設(shè)計(jì) .......................................................... 91 重度加權(quán)平均值算 ..................................................... 91 基承載力設(shè)計(jì)值計(jì)算 ................................................... 91 外柱獨(dú)立基礎(chǔ)的設(shè)計(jì) ................................................... 91 柱下聯(lián)合基礎(chǔ)設(shè)計(jì) ............................................................ 95 合力和合力作用點(diǎn) ..................................................... 95 確定基底寬度 ......................................................... 95 目 錄 青海大學(xué)土木工程學(xué)院 Ⅵ 按靜定梁計(jì)算基礎(chǔ)壓力 ................................................. 96 抗沖切強(qiáng)度驗(yàn)算 ....................................................... 96 抗剪切強(qiáng)度驗(yàn)算 ....................................................... 96 地梁設(shè)計(jì) ................................................................... 97 地梁上荷載確定 ....................................................... 97 彎矩計(jì)算 ............................................................. 97 地梁筋計(jì)算 ........................................................... 97 驗(yàn)算地基沉降量 .......................