【正文】 27 活荷載作用下的計(jì)算 一、固端彎矩： 頂層： 梁 AB、EF: mkNPlqM??????? 梁 BC: kll ?.63). 22（）（左 NPq ??????? 7478118右 梁 CD: mkNlM?. q???.右 梁 DE: mkNPll ????? )（）（左 qM???.2右 標(biāo)準(zhǔn)層： 梁 AB、EF: mkNPlq ??????? 梁 BC: kllM ?). 22（）（左 NPq???????918751右 梁 CD: mkl ?. NqM??? 梁 DE: mkNPll ????? )（）（左 28 mkNPlqlM???????? 二、彎矩計(jì)算： 計(jì)算方法同恒荷載作用下的彎矩疊加，框架在活荷載作用下的彎矩圖見圖 38（含各 層彎矩疊加得到框架總的彎矩、節(jié)點(diǎn)不平衡彎矩再分配）。?gT核算縱向中間框架 KJ8（橫向框架從略）。 IIThe six layer dormitory frame design of Shenzhen in Guangdong province[Abstract]This graduation design topic is The six layer dormitory frame design of Shenzhen of Guangdong province. The structure design includes design of superstructure and foundation design, stair design, mainly is to determine the structure scheme based on the architectural design, construction drawing and structure plane. The design of castinplace reinforced concrete frame structure building of the 6 layer. The main body of the building with a total height of 24meters, a total construction area of square meters. According to the design requirements, seismic fortification intensity is 7 degrees, the basic design of the earthquake acceleration is , seismic grade three, venues for the two, so we must conduct seismic layout of each floor would be finished on the basis of the desing program. The main structure of the program is longitudinal and transveral loadbearing frame. After the load calculation and ponents section estimates were finished, a framework of selection was caculated, including berms and columns dimensions and the stiffness, dead load, liveload and moment of beams and columns under earthquaake, shear calculation, framework of internal force bination and reinforcement calculation of framework of the beam and column, reinforcement calculation of staircase and foundation. Reinforcemments of grade III and stirrups of grade I were adopted in framework. The program design meets the design and structural requirements, has a certain rationality. In a word, I have been familiar with the whole peocess of design, mastered the basic method of calculation of structural design and pleted the graduation design task successfully by means of making the drawings of the mall floor plans, sectionaal and constructional drawing and designing the structure. Meanwhile, I have had a deeper understanding for all the bassic concepts and professional knowledge which I have learned for the four years. Consequently, the process improved my ability for analysing and solving practical problens. [Key Words]Frame structure, structure design, foundation design, seismic design, section design, internal force calculation. I目錄 第一章 設(shè)計(jì)準(zhǔn)備 ............................................................1 設(shè)計(jì)依據(jù) ............................................................1 結(jié)構(gòu)材料選用 ........................................................1 結(jié)構(gòu)平面布置 .......................................................3 主要構(gòu)件尺寸及性能參數(shù) .............................................3 第二章 荷載計(jì)算 ...........................................................6 恒荷載標(biāo)準(zhǔn)值計(jì)算 ....................................................6 豎向活荷載標(biāo)準(zhǔn)值計(jì)算 ...............................................8 地震作用計(jì)算 ......................................................13 第三章 內(nèi)力計(jì)算 ..........................................................19 恒荷載作用下的計(jì)算 .................................................19 活荷載作用下的計(jì)算 .................................................26 地震作用下的計(jì)算 ...................................................29 第四章 內(nèi)力組合 ..........................................................36 框架柱內(nèi)力組合 .....................................................37 框架梁內(nèi)力組合 .....................................................39 第五章 框架梁柱配筋 ......................................................43 框架柱配筋 .........................................................43 框架梁截面配筋 .....................................................51 第六章 板的計(jì)算與配筋 ....................................................61 荷載計(jì)算 ...........................................................61 彎矩計(jì)算 ...........................................................62 截面設(shè)計(jì) ...........................................................62 第七章 樓梯的計(jì)算與配筋 ..................................................65 材料選用 ...........................................................65 踏步斜板設(shè)計(jì) .......................................................65 平臺(tái)板設(shè)計(jì) .........................................................66 II 平臺(tái)梁 .............................................................67 第八章 基礎(chǔ)設(shè)計(jì)與配筋 ....................................................69 工程地質(zhì)勘測(cè)條件 ...................................................69 荷載組合 ...........................................................70 基礎(chǔ)設(shè)計(jì) ...........................................................71 第九章 結(jié)語 ................................................................79 參考文獻(xiàn) .................................................................80 致謝 .....................................................................81 附件（ 結(jié)構(gòu)電算書） ...................................................82115 1第一章 設(shè)計(jì)準(zhǔn)備 設(shè)計(jì)依據(jù)廣東深圳市某 6 層宿舍鋼筋混凝土框架設(shè)計(jì)，占地面積為 ；總建筑面積2m為 。 畢 業(yè) 設(shè) 計(jì)中文題目 廣東深圳市某 6 層宿舍鋼筋混凝土框架設(shè)計(jì)英文