【正文】 .............. 32 表 39 活載（ b）作用下 1,2 跨梁端剪力 ...................................................................... 33 表 310 活載（ b）作用下 2,3 跨梁端剪力 .................................................................... 33 表 311 活載（ b）作用下 1,2 跨跨中彎矩 .................................................................... 33 表 312 活載（ b）作用下柱軸力 ................................................................................... 33 表 313 活載（ c）作用下 1,2 跨梁端剪力 .................................................................... 34 表 314 活載（ c）作用下 2,3 跨梁端剪力 .................................................................... 34 表 315 活載（ c）作用下 1,2 跨跨中彎矩 .................................................................... 34 表 316 活載（ c）作用下柱軸力 ................................................................................... 34 表 317 滿跨活載作用下 1,2 跨梁端剪力 ...................................................................... 35 表 318 滿跨活載作用下 2,3 跨梁端剪力 ...................................................................... 35 表 319 滿跨活載作用下 1,2 跨跨中彎矩 ...................................................................... 35 表 320 滿跨活載作用下柱軸力 ..................................................................................... 35 表 321 （雪 +活）作用下 1,2 跨梁端剪力 ................................................................ 40 表 322 （雪 +活）作用下 2,3 跨梁端剪力 ................................................................ 40 表 323 （雪 +活）作用下 2,3 跨梁端剪力 ................................................................ 40 表 324 （雪 +活）作用下柱軸力、剪力 ................................................................... 40 表 325 地震作用下橫向框架柱剪力及柱端彎矩 ......................................................... 41 表 326 地震作用梁端彎矩 ............................................................................................. 41 表 327 地震作用下梁剪力、柱軸力 ............................................................................. 42 表 41 彎矩條幅計算 ....................................................................................................... 44 表 42 橫向框架梁內(nèi)力組合 ........................................................................................... 46 表 43 橫向框架梁內(nèi)力組合（考慮地震作用） ........................................................... 50 表 44 橫向框架柱內(nèi)力組合（一般組合） ................................................................... 52 表 45 橫梁框架柱內(nèi)力組合（ 考慮地震組合） ........................................................... 56 表 51 橫梁 1 23 跨正截面受彎承載力驗算 ............................................................. 58 表 52 橫梁 12,23 跨正截面抗震驗算 ............................................................................ 59 表 53 橫梁 12,23 跨斜截面受剪承載力計算 ................................................................ 60 表 54 橫梁 1 23 跨斜截面受剪抗震驗算 ................................................................. 61 某框架結(jié)構(gòu)高校辦公樓設(shè)計 VI 表 55 框架柱正截面壓彎承載力計算 |Mmax| ............................................................... 62 表 56 框架柱正截面壓彎承載力計算 Nmin ................................................................. 63 表 57 框架柱正截面壓彎承載力計算 Nmax ................................................................ 64 表 58 框架柱正截面壓彎抗震驗算 |Mmax| ................................................................... 65 表 59 框架柱正截面壓彎抗震驗算 Nmin ..................................................................... 66 表 510 框架柱正截面壓彎抗震驗算 Nmax .................................................................. 67 表 511 層間彈性側(cè)移驗算 ............................................................................................. 68 表 71 F 柱沉降計算 ........................................................................................................ 75 表 72 HI 柱沉降計算 ...................................................................................................... 76 安徽工程大學(xué)畢業(yè)設(shè)計 (論文 ) 1 引 言 本次畢業(yè)設(shè)計的 題目是《某 框架結(jié)構(gòu) 高校辦公樓設(shè)計》，結(jié)構(gòu)形式采用全現(xiàn)澆框架結(jié)構(gòu)。SeconF, the basic Fesign: to ensure that the Frawing plete expression. Only use electric putation to proviFe basic Fata for the founFation Fesign. In this case, accorFing to internal force value choice baseF moFel. CalculateF by JCCAF, map the basis of Fetail incluFing founFation plan anF founFation. KeyworFs: Office builFings。s steel anF cement FosaFH is bigFHr, the cost is higher than mixeF structure, but it has beams bearing, function space anF retaining wall only, the room layout is more flexible, open Foors anF WinFows set the size, shape, anF the characteristics of a more liberal. Frame structure builFing, therHIore, more anF more FHt the favor of people. Office builFing is in the specific historical, social, economic anF culture unFer the backgrounF of the formation anF Fevelopment, the builFing layout, space form, environment atmosphere are constantly changing. Through access to relevant Fata, anF Fata summary anF research, founF that the concrete frame structure has the following characteristics: frame structure is poseF of beam anF column structure of bearing system. Beams, columns anF base plane frame, the plane frame again by contact beam connecteF to form a framework. The bigFHst characteristic of frame structure is a bearing ponent anF retaining structures have a clear Fivision of labor, builFing the external walls of processing is very flexible, application ranFH is very wiFe. AccorFing to Fifferent framework arranFHment Firection, the framework can be FiviFeF into horizontal layout, vertical arranFHment anF three vertical anF horizontal twoway arranFHment. The siFes of the longituFinal anF vertical anF horizontal twoway layout is the architecture of bearing frame, builFing the overall gooF stiffness, is one of the main scheme useF in seismic zone. This Fesign mainly steps incluFe: construction scheme set staFH, staFH of builFing structure Fesign anF calculation, the structure of the construction staFH of construction Fraw