【正文】 力和側(cè)移計算 ........................................................... 13 畢業(yè)設(shè)計（論文）報告紙 v 橫向水平地震作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計算 ..................................................... 13 橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計算 ............................................................. 18 第六章 豎向荷載作 用下框架結(jié)構(gòu)的內(nèi)力計算 ......................................................................... 22 橫向框架內(nèi)力計算 ........................................................................................................ 22 橫向框架內(nèi)力組合 ........................................................................................................ 27 第七章 截面設(shè)計 ......................................................................................................................... 40 框架梁 .......................................................................................................................... 40 框架柱 .......................................................................................................................... 48 樓板 ................................................................................................................................... 56 第八章 基礎(chǔ)設(shè)計 .............................................................................................................................. 61 設(shè)計資料 .............................................................................................................................. 61 獨立基礎(chǔ)設(shè)計 ...................................................................................................................... 61 第九章 樓梯設(shè)計 .............................................................................................................................. 65 樓梯板計算 .......................................................................................................................... 65 平臺板計算 .......................................................................................................................... 66 平臺梁計算 .......................................................................................................................... 67 第十章 PKPM 電算結(jié)果 .................................................................................................................. 69 抗震分析 ............................................................................................................................ 69 內(nèi)力分析 ............................................................................................................................ 80 參考文獻 ............................................................................................................................................ 86 致謝 .................................................................................................................................................... 87 畢業(yè)設(shè)計（論文）報告紙 1 柱下獨立基礎(chǔ)底面尺寸試算表 柱號 荷載效應(yīng)的標準組合 附加軸力 地基承載力特征值 基礎(chǔ)埋深 基礎(chǔ)面積確定 作用在基礎(chǔ)底 部的彎矩 偏心距計 算 計算 Pma及判斷 剪力V 剪力Vy 軸力N 彎矩M 彎矩My 初算面積 基礎(chǔ)長寬比 長邊L 短邊By 確定基礎(chǔ)名稱 實際面積 M基底 My 基底 e ey Pma 判斷 (kN) (kN) (kN) (kN*m) (kN*m) (kN) (kPa) (m) (m2) (m) (m) (m2) (kN*m) (kN*m) (m) (m) (kPa) 1 150 JC1 = 2 1 150 3 3 JC4 9 = 3 0 150 3 3 JC4 9 = 4 0 0 150 3 3 JC4 9 = 5 0 0 150 3 3 JC4 9 = 6 0 1994 0 150 254. 1. 3 3 JC 9 275. = 畢業(yè)設(shè)計（論文）報告紙 2 2 5 3 0 4 7 7 73 Pa 7 0 1994 0 150 3 3 JC4 9 = 8 0 1994 0 150 3 3 JC4 9 = 9 0 1994 0 150 3 3 JC4 9 = 10 0 1993.8 0 150 254.2 1.5 3 0 3 3 JC4 9 7 7 275.71 =Pa 11 1994.2 0 150 254.2 1.5 4 0 3 3 JC4 9 7 7 275.76 =Pa 12 1998.8 0 150 254.2 1.5 5 0 3 3 JC4 9 7 7 276.28 =Pa 13 0.7 1969 150 254.2 1.5 4 0 3 3 JC4 9 8 7 273.41 =Pa 14 4.5 1288.7 7 150 254.2 1.5 6 0 2.4 2.4 JC1 6 3 3 297.96 =Pa 15 13.7 1094.5 100 254.2 1.5 0 0 2.4 2.4 JC1 6 9 9 259.93 =Pa 16 18 1511.2 27 100 254.2 1.5 4 0 2.6 2.6 JC2 6 5 5 286.92 =Pa 17 0 17.7 1539.9 100 254.2 1.5 5 0 2.6 2.6 JC2 6 4 4 290.2 =Pa 畢業(yè)設(shè)計（論文）報告紙 3 18 0 17.8 1541.7 100 254.2 1.5 6 0 2.6 2.6 JC2 6 4 5 291.12 =Pa 19 0 17.7 1552 100 254.2 1.5 0 0 2.6 2.6 JC2 6 4 4 292.11 =Pa 20 0 17.7 1551.3 100 254.2 1.5 0 0 2.6 2.6 JC2 6 4 4 292 =Pa 21 0 17.8 1541.9 100 254.2 1.5 6 0 2.6 2.6 JC2 6 4 5 291.15 =Pa 22 0 17.8 1541.9 100 254.2 1.5 6 0 2.6 2.6 JC2 6 4 5 291.15 =Pa 23 0 17.7 1552 100 254.2 1.5 0 0 2.6 2.6 JC2 6 4 4 292.11 =Pa 24 0 17.7 1551.3 100 254.2 1.5 0 0 2.6 2.6 JC2 6 4 4 292 =Pa 25 0 17.8 1541.9 100 254.2 1.5 6 0 2.6 2.6 JC2 6 4 5 291.15 =Pa 26 0 17.7 1540.2 100 254.2 1.5 5 0 2.6 2.