【正文】 ，；非底層，③邊框架中柱側(cè)移剛度D值的計(jì)算見(jiàn)表39，310。由于自己水平有限，難免有不妥和疏忽之處，敬請(qǐng)各位老師批評(píng)指正。 選取最安全的結(jié)果計(jì)算配筋并繪圖。 選取最安全的結(jié)果計(jì)算配筋并繪圖。要求在給定建筑圖和地質(zhì)勘探報(bào)告的條件下，根據(jù)國(guó)家現(xiàn)行建筑、結(jié)構(gòu)規(guī)范，進(jìn)行計(jì)算設(shè)計(jì)，并繪制結(jié)構(gòu)施工圖。[關(guān)鍵字]： 框架 結(jié)構(gòu)設(shè)計(jì) 抗震設(shè)計(jì) PKPM AbstractThis construction design is the 01 mercial building of Sujian Sunshine New City in NanTong. According to its architectural designing and the report of geology surveying,Calculate and design the structure on the basis of the national current architectural and structure rule. This office building is a 4floor reforced steel and concrete onspotpoured frame system,the total area is 4536 square, the area of the first floor is 1134 square. The height of the second and the third floor is , The height of the first floor is , the total height is .The purpose of the design is to do the antiseismic design in the longitudinal frames of axis 5. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing the peakdisplacement method, then making the amount of the horizontal seismic force can be got by way of the bottomshear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force ) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the bination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the ponents. Thirdly, Use PKPM construction design software,design the whole building .Lastly, Use AutoCad to get the pleted construction drawingThe design makes use of many professions knowledge,It’s the summary of the professional study.[Keywords] : frames，structural design，antiseismic design，PKPM 目 錄前言1 設(shè)計(jì)條件........................................1 .................................................1 ......................................................1 .................................................1 抗震要求..............................................................1 氣象條件摘要..........................................................1 活荷載 ..............................................................1 .............................................2 確定結(jié)構(gòu)體系 .......................................................2 梁柱截面確定 ..........................................................23 橫向框架內(nèi)力計(jì)算 ................................................3 水平地震荷載下的橫向框架內(nèi)力計(jì)算 ..............................3 3......................................................3 梁和柱剛度的計(jì)算......................................................8 結(jié)構(gòu)基本自振周期計(jì)算 ...............................................13 橫向水平地震作用的計(jì)算...............................................13 水平地震荷載作用下的結(jié)構(gòu)變形計(jì)算 .................................... 14 地震荷載作用下橫向框架內(nèi)力計(jì)算.......................................14 風(fēng)荷載作用下的橫向框架內(nèi)力計(jì)算...............................21 風(fēng)荷載計(jì)算...........................................................21 風(fēng)荷載下的橫向框架內(nèi)力計(jì)算（D值法） .................................21 風(fēng)荷載下的橫向框架內(nèi)力圖.............................................24 豎向荷載作用下的橫向框架（KJ5）內(nèi)力計(jì)算......................25 豎向恒載計(jì)算.........................................................25 根據(jù)彎矩圖利用平衡條件及實(shí)際荷載求剪力和軸力 ......................29 進(jìn)行彎矩調(diào)幅.........................................................38 豎向活載作用下的橫向框架（KJ5）內(nèi)力計(jì)算 ...................38 豎向活載計(jì)算 ......................................................38 根據(jù)彎矩圖利用平衡條件及實(shí)際荷載求剪力和軸力 ......................43 進(jìn)行彎矩調(diào)幅 ......................................................464 梁柱的內(nèi)力組合 ...............................................48 ...........................................48 梁的彎矩組合 ......................................................48 梁的剪力組合 ......................................................50 柱的內(nèi)力組合 ......................................................52 外柱的內(nèi)力組合 ......................................................52 內(nèi)柱的內(nèi)力組合.......................................................535 梁柱的截面設(shè)計(jì)...................................................55 梁的配筋計(jì)算 ......................................................55 梁的正截面計(jì)算 .......... ...........................................56 梁的斜截面計(jì)算 ......................................................57 柱的配筋計(jì)算......................................................58 已知條件 .........................................................58 構(gòu)造要求 .........................................................58 截面驗(yàn)算 .........................................................58 配筋計(jì)算 .........................................................58 柱的縱向鋼筋選用 ..................................................61 框架柱的抗剪承載力計(jì)算 ...........................................61 柱的抗裂度驗(yàn)算 ......................................................616 基礎(chǔ)設(shè)計(jì) .........................................................62 外柱獨(dú)立基礎(chǔ)設(shè)計(jì) ...............................................62 荷載計(jì)算 .........................................................62 確定基底尺寸 ......................................................62 確定基礎(chǔ)高度 ......................................................63 抗沖切驗(yàn)算 ........................................................63 基底配筋計(jì)算 ......................................................64 內(nèi)柱獨(dú)立基礎(chǔ)設(shè)計(jì) ...............................................65 荷載計(jì)算 .........................................................65 確定基底