（工廠管理）佛山粉體廠房計(jì)算書(shū)

目錄1.0工程設(shè)計(jì)簡(jiǎn)述..............................................................31.1工程基本情況...........................................................3謝謝閱讀1.2設(shè)計(jì)范圍與對(duì)象..........................................................3感謝閱讀1.3結(jié)構(gòu)方案...............................................................3謝謝閱讀2.0設(shè)計(jì)引用規(guī)范和及相關(guān)設(shè)計(jì)依據(jù)..............................................3謝謝閱讀2.1國(guó)家規(guī)范...............................................................3感謝閱讀2.2標(biāo)準(zhǔn)、行業(yè)標(biāo)準(zhǔn)..........................................................4精品文檔放心下載2.3參考文獻(xiàn)或圖集..........................................................4精品文檔放心下載3.0設(shè)計(jì)參數(shù)與準(zhǔn)則............................................................4精品文檔放心下載3.1自然環(huán)境參數(shù)...........................................................4感謝閱讀3.1.1基本風(fēng)（雪）壓.......................................................4感謝閱讀3.1.2凍土深度（北方地區(qū)有此要求）..........................................4感謝閱讀3.2地震參數(shù)...............................................................4感謝閱讀3.3主要材料...............................................................4感謝閱讀3.4主要設(shè)計(jì)條件...........................................................4感謝閱讀3.5采用的計(jì)算軟件..........................................................5精品文檔放心下載4.0門(mén)式剛架設(shè)計(jì)輸入..........................................................5感謝閱讀4.1荷載分類(lèi)...............................................................5精品文檔放心下載4.2荷載取值...............................................................5精品文檔放心下載4.3荷載組合...............................................................6謝謝閱讀4.4門(mén)式剛架設(shè)計(jì)簡(jiǎn)圖........................................................6謝謝閱讀4.4.1邊跨門(mén)式剛架MJ-1.....................................................6精品文檔放心下載4.4.2中間跨門(mén)式剛架MJ-4...................................................84.4.3中間跨門(mén)式剛架MJ-8..................................................10精品文檔放心下載4.4.4軸向支撐MJ-A........................................................12謝謝閱讀5.0門(mén)式剛架設(shè)計(jì)輸出.........................................................13精品文檔放心下載5.1邊跨門(mén)式剛架MJ-1......................................................13謝謝閱讀5.2中間跨門(mén)式剛架MJ-4....................................................25感謝閱讀5.3中間跨門(mén)式剛架MJ-8....................................................32感謝閱讀5.4軸向支撐MJ-A..........................................................44精品文檔放心下載5.5底層支座反力..........................................................46感謝閱讀5.6節(jié)點(diǎn)設(shè)計(jì)..............................................................47精品文檔放心下載5.6.1柱間支撐2L90設(shè)計(jì)...................................................47謝謝閱讀5.6.2柱間支撐L90設(shè)計(jì)....................................................48精品文檔放心下載5.6.3水平支撐L90設(shè)計(jì)....................................................48謝謝閱讀5.6.4屋面檁條設(shè)計(jì)........................................................48感謝閱讀5.6.5墻檁設(shè)計(jì)............................................................51精品文檔放心下載5.6.6剛架端板連接節(jié)點(diǎn)設(shè)計(jì)（H850x270x8x12）...............................56謝謝閱讀5.6.7剛架端板連接節(jié)點(diǎn)設(shè)計(jì)（H500x270x8x12）...............................57謝謝閱讀6.0基礎(chǔ)設(shè)計(jì)................................................................58感謝閱讀6.1基礎(chǔ)計(jì)算模型描述.......................................................58精品文檔放心下載6.1.1單樁承載力特征值計(jì)算:................................................58謝謝閱讀6.1.2樁基設(shè)計(jì)原則........................................................58感謝閱讀6.1.3結(jié)論:...............................................................58謝謝閱讀6.22樁承臺(tái)計(jì)算...........................................................58精品文檔放心下載7.0混凝土設(shè)備平臺(tái)設(shè)計(jì).......................................................61精品文檔放心下載7.1輸入原始數(shù)據(jù)文本.......................................................61感謝閱讀7.1.1建筑結(jié)構(gòu)總信息......................................................61感謝閱讀7.1.2荷載簡(jiǎn)圖............................................................68感謝閱讀7.2設(shè)計(jì)文件輸出..........................................................69謝謝閱讀7.2.1周期、地震力與振型輸出文件...........................................69精品文檔放心下載7.2.2SATWE位移輸出文件..................................................72謝謝閱讀7.2.3梁內(nèi)力包絡(luò)圖........................................................78精品文檔放心下載7.2.4梁配筋簡(jiǎn)圖........................................................78謝謝閱讀7.2.5柱底荷載簡(jiǎn)圖（恒+活）................................................79感謝閱讀7.2.6單樁反力簡(jiǎn)圖........................................................79感謝閱讀7.2.7基礎(chǔ)沉降簡(jiǎn)圖........................................................80精品文檔放心下載1.0工程設(shè)計(jì)簡(jiǎn)述1.1工程基本情況佛山市南海大恒碳酸鈣有限公司超細(xì)粉體車(chē)間，位于廣東省佛山市沙頭鎮(zhèn)工業(yè)園。場(chǎng)感謝閱讀地第四系覆蓋厚度在15.8~22.5米之間，按成因可分為人工堆積層、沖積層及風(fēng)化殘感謝閱讀積層三類(lèi)，底下基巖為第三系早期的泥巖和部分粉細(xì)砂巖?；鶐r埋深在15.8~22.5米謝謝閱讀之間，強(qiáng)度高，穩(wěn)定性好，系場(chǎng)地中較理想的持力層。水文資料在勘查報(bào)告中未見(jiàn)描述。1.2設(shè)計(jì)范圍與對(duì)象本單體為超細(xì)粉體車(chē)間，復(fù)合門(mén)式鋼架，5.1米標(biāo)高局部區(qū)域有平臺(tái)，彩鋼屋面，墻感謝閱讀面彩鋼半圍護(hù)。廠房頂部設(shè)置天窗架。廠房尺寸：長(zhǎng)54m，寬30m；高13m。主要柱網(wǎng)尺寸：橫向跨度為30mx1，縱向跨度6mx9。感謝閱讀1.3結(jié)構(gòu)方案根據(jù)設(shè)計(jì)資料，需提供跨度30m，柱距6m，用輕鋼屋蓋和外墻圍護(hù)的廠房，因此采用精品文檔放心下載門(mén)式剛架為本廠房的主要承重結(jié)構(gòu)體系，減少的地震對(duì)結(jié)構(gòu)的影響，鋼材的延性，本謝謝閱讀身就具有優(yōu)越的抗震性能。門(mén)式剛架的柱采用實(shí)腹焊接H型截面，梁采用實(shí)腹焊接變精品文檔放心下載截面H型鋼截面，所以連接都通過(guò)高強(qiáng)度螺栓現(xiàn)場(chǎng)安裝，保證的結(jié)構(gòu)的連接質(zhì)量和施謝謝閱讀工進(jìn)度要求。柱腳采用鉸接柱腳，與預(yù)留的地腳螺栓可靠連接，方便現(xiàn)場(chǎng)施工。感謝閱讀天窗架采用三鉸拱式，通過(guò)柱腳與屋架鉸接。縱向通過(guò)豎向支撐與屋架剛性系桿，組精品文檔放心下載成無(wú)側(cè)移的桁架體系。山墻處圍護(hù)通過(guò)檁條將荷載傳至抗風(fēng)柱，再由抗風(fēng)柱通過(guò)墻架和屋蓋系統(tǒng)傳至柱和豎感謝閱讀向支撐系統(tǒng)。由柱間支撐采用等邊雙角鋼組成的單片支撐，支撐為只拉構(gòu)件，更經(jīng)濟(jì)合理。感謝閱讀屋面和墻面檁條采用熱軋輕型槽鋼，通過(guò)檁托與主體構(gòu)件可靠連接。由于跨度為6m，精品文檔放心下載跨中設(shè)置一道拉條，拉條設(shè)置在上翼緣近1/3處，保證上翼緣受壓時(shí)的平面外穩(wěn)定。感謝閱讀當(dāng)受到風(fēng)吸力影響，下翼緣受壓時(shí)通過(guò)計(jì)算選出滿足平面外穩(wěn)定的截面。感謝閱讀2.0設(shè)計(jì)引用規(guī)范和及相關(guān)設(shè)計(jì)依據(jù)2.1國(guó)家規(guī)范-建筑結(jié)構(gòu)可靠度設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)GB50068－2001精品文檔放心下載-建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范GB50007－2002精品文檔放心下載-建筑結(jié)構(gòu)荷載規(guī)范GB50009－2001（2006年版）感謝閱讀-混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范GB50010－2010-建筑抗震設(shè)計(jì)規(guī)范GB50011－2010-鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范GB50017－2003-建筑工程抗震設(shè)防分類(lèi)標(biāo)準(zhǔn)GB50223－2008精品文檔放心下載-砌體結(jié)構(gòu)設(shè)計(jì)規(guī)范GB50003－2001-2.2標(biāo)準(zhǔn)、行業(yè)標(biāo)準(zhǔn)-建筑樁基技術(shù)規(guī)范JGJ94－2008-建筑地基處理技術(shù)規(guī)范JGJ79-2002-建筑鋼結(jié)構(gòu)焊接規(guī)程JGJ81-91-門(mén)式剛架輕型房屋鋼結(jié)構(gòu)設(shè)計(jì)規(guī)程CECS:102-2002謝謝閱讀2.3參考文獻(xiàn)或圖集-建筑結(jié)構(gòu)靜力計(jì)算手冊(cè)-混凝土結(jié)構(gòu)計(jì)算手冊(cè)-鋼結(jié)構(gòu)設(shè)計(jì)手冊(cè)-砌體結(jié)構(gòu)設(shè)計(jì)手冊(cè)-鋼筋混凝土結(jié)構(gòu)構(gòu)造手冊(cè)3.0設(shè)計(jì)參數(shù)與準(zhǔn)則3.1自然環(huán)境參數(shù)3.1.1基本風(fēng)（雪）壓-基本風(fēng)壓：0.50kPa-基本雪壓：0.00kPa-地面粗糙度：B類(lèi)3.1.2凍土深度（北方地區(qū)有此要求）-凍土深度：佛山地區(qū)全年無(wú)凍土0cm3.2地震參數(shù)-場(chǎng)地地震動(dòng)加速度：0.1g-設(shè)計(jì)地震分組：第一組-場(chǎng)地基本地震烈度：7度-抗震設(shè)防烈度：7度-抗震設(shè)防分類(lèi)：標(biāo)準(zhǔn)設(shè)防類(lèi)-抗震等級(jí)：三級(jí)-場(chǎng)地土類(lèi)別：Ⅳ類(lèi)-場(chǎng)地特征周期：0.65s-阻尼系數(shù)：0.053.3主要材料-基礎(chǔ)混凝土強(qiáng)度等級(jí)：C30-上部結(jié)構(gòu)混凝土強(qiáng)度等級(jí)：C30-鋼筋牌號(hào)：HPB300、HRB335、HRB400感謝閱讀-鋼材牌號(hào)：Q235B-焊接材料:E43系列、E50系列-普通螺栓：4.8級(jí)C級(jí)螺栓-高強(qiáng)度螺栓：10.9級(jí)扭剪型3.4主要設(shè)計(jì)條件-結(jié)構(gòu)設(shè)計(jì)使用年限50年-建筑結(jié)構(gòu)的安全等級(jí)二級(jí)-地基基礎(chǔ)設(shè)計(jì)等級(jí)丙級(jí)-混凝土、鋼筋、鋼材材料抗力指標(biāo)：混凝土C30，鋼筋HPB300、HRB335、HRB400。謝謝閱讀-變形控制要求：撓度（靜+活）主梁L/180柱頂位移H/60或遵循相關(guān)規(guī)范要求。-設(shè)計(jì)環(huán)境類(lèi)別：基礎(chǔ)，二a類(lèi)；上部結(jié)構(gòu)，二a類(lèi)。-混凝土保護(hù)層厚：上部：板20mm、梁25mm、柱25mm?；A(chǔ)：梁40mm、柱40mm?；A(chǔ)有墊層40mm無(wú)墊層70mm。3.5采用的計(jì)算軟件-軟件名稱(chēng)：PKPM-STS軟件。-版本（或出版日期）：2010版。-開(kāi)發(fā)單位：建筑科學(xué)研究院PKPMCAD事業(yè)部有限公司謝謝閱讀-軟件名稱(chēng)：STAAD-pro軟件。-版本（或出版日期）：V8i版。-開(kāi)發(fā)單位：Bentley軟件（中國(guó)）有限公司4.0門(mén)式剛架設(shè)計(jì)輸入4.1荷載分類(lèi)-恒載（DL）-活載（LL）-屋面活載（LR）-風(fēng)荷載（Wx，Wz）-地震作用（Sx，Sz）4.2荷載取值-恒載（DL）1.樓面恒載：采用150mm厚組合樓板、鋼次梁的自重，4.1kN/m2考慮，詳見(jiàn)荷載計(jì)算簡(jiǎn)圖。精品文檔放心下載2.屋面恒載：采用0.6厚壓型彩板，冷彎薄壁型鋼做檁條，間距1.5m，按0.4kN/m2考慮，詳精品文檔放心下載見(jiàn)荷載計(jì)算簡(jiǎn)圖。-活載（LL）平臺(tái)操作荷載按5kN/m2考慮，詳見(jiàn)荷載計(jì)算簡(jiǎn)圖。感謝閱讀-屋面活載（LR）按0.3kN/m2考慮，詳見(jiàn)荷載計(jì)算簡(jiǎn)圖。-風(fēng)荷載（Wx，Wz）取50年的風(fēng)壓值：0.5KN/m2，地面粗糙度：B類(lèi)精品文檔放心下載10米處高度系數(shù)為1.0；13米處高度系數(shù)為1.08.詳見(jiàn)荷載計(jì)算簡(jiǎn)圖。精品文檔放心下載-地震作用（Sx，Sz）根據(jù)《建筑抗震設(shè)計(jì)規(guī)范》（GB50011-2010）規(guī)定，本場(chǎng)地抗震設(shè)防為7度。因謝謝閱讀此本建筑物按抗震設(shè)防烈度7度，考慮抗震設(shè)計(jì)和采取構(gòu)造措施。感謝閱讀采用底部剪力法等簡(jiǎn)化方法計(jì)算地震荷載。場(chǎng)地特征周期為0.65s，結(jié)構(gòu)自振周期為1s左右，結(jié)構(gòu)阻尼比為0.05，水平地精品文檔放心下載震影響系數(shù)最大值為0.08。根據(jù)《抗規(guī)》圖5.1.5地震影響系數(shù)曲線得水平地震影響系數(shù)值為0.08。謝謝閱讀根據(jù)公式5.2.1-1，2,3求各層水平地震力，詳見(jiàn)荷載計(jì)算簡(jiǎn)圖。謝謝閱讀根據(jù)水平地震力與水平風(fēng)荷載大小的比較，水平風(fēng)荷載起控制作用。謝謝閱讀4.3荷載組合-按《建筑結(jié)構(gòu)荷載規(guī)范》（GB50009-2001）感謝閱讀4.4門(mén)式剛架設(shè)計(jì)簡(jiǎn)圖4.4.1邊跨門(mén)式剛架MJ-14.4.2中間跨門(mén)式剛架MJ-44.4.3中間跨門(mén)式剛架MJ-84.4.4軸向支撐MJ-A5.0門(mén)式剛架設(shè)計(jì)輸出5.1邊跨門(mén)式剛架MJ-1工程名：MJ-1.SJ******基礎(chǔ)計(jì)算柱底力******日期:1/4/2012時(shí)間:15:32:56基礎(chǔ)反力單位：軸力N、剪力V:kN;彎矩M:kN.m精品文檔放心下載作用力方向(對(duì)基礎(chǔ)):軸力N壓為正(↓);彎矩M順時(shí)針為正(-↓);剪力V順時(shí)針為正(→)?；A(chǔ)總結(jié)點(diǎn)數(shù)：5--------------------------------------------------------------------------謝謝閱讀------1、基礎(chǔ)節(jié)點(diǎn)號(hào)*10*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：1☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.008.2912.6920.0027.77-14.50感謝閱讀30.0047.65-10.4540.0061.17-15.34謝謝閱讀50.0061.17-15.3460.0047.65-10.45謝謝閱讀70.0024.033.4380.0035.72-12.88謝謝閱讀90.0037.55-1.46100.0049.24-17.77感謝閱讀110.0037.55-1.46120.0049.24-17.77感謝閱讀130.0024.033.43140.0035.72-12.88精品文檔放心下載150.008.2912.69160.0027.77-14.50謝謝閱讀170.0017.759.26180.0037.23-17.92精品文檔放心下載190.0017.759.26200.0037.23-17.92感謝閱讀210.008.2912.69220.0027.77-14.50謝謝閱讀230.0046.29-8.92240.0055.77-14.43感謝閱讀250.0055.77-14.43260.0046.29-8.92精品文檔放心下載Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=46.29V=謝謝閱讀-8.92Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=46.29V=感謝閱讀-8.92Nmax對(duì)應(yīng)組合號(hào):5M=0.00Nmax=61.17V=謝謝閱讀-15.34Nmin對(duì)應(yīng)組合號(hào):21M=0.00Nmin=8.29V=謝謝閱讀12.69Vmax對(duì)應(yīng)組合號(hào):21M=0.00N=8.29Vmax=精品文檔放心下載12.69Vmin對(duì)應(yīng)組合號(hào):20M=0.00N=37.23Vmin=謝謝閱讀-17.92☆基本組合組合號(hào)MNV組合號(hào)MNV10.002.0719.8520.00-7.4621.94感謝閱讀30.0029.34-18.2140.0019.81-16.12謝謝閱讀50.0057.18-12.5460.0047.65-10.45感謝閱讀70.0064.33-14.1180.0076.10-19.39感謝閱讀90.0066.57-17.30100.0077.58-18.90感謝閱讀110.0076.10-19.39120.0066.57-17.30感謝閱讀130.0077.58-18.90140.0057.18-12.54感謝閱讀150.0047.65-10.45160.0064.33-14.11感謝閱讀170.0024.116.89180.0014.588.98謝謝閱讀190.0040.48-15.94200.0030.95-13.85謝謝閱讀210.0043.040.04220.0033.512.13精品文檔放心下載230.0059.40-22.79240.0049.87-20.70精品文檔放心下載250.0043.040.04260.0033.512.13精品文檔放心下載270.0059.40-22.79280.0049.87-20.70謝謝閱讀290.0024.116.89300.0014.588.98謝謝閱讀310.0040.48-15.94320.0030.95-13.85感謝閱讀330.002.0719.85340.00-7.4621.94感謝閱讀350.0029.34-18.21360.0019.81-16.12謝謝閱讀370.0015.3215.06380.005.7917.15謝謝閱讀390.0042.59-23.00400.0033.06-20.91謝謝閱讀410.0015.3215.06420.005.7917.15感謝閱讀430.0042.59-23.00440.0033.06-20.91感謝閱讀450.002.0719.85460.00-7.4621.94謝謝閱讀470.0029.34-18.21480.0019.81-16.12精品文檔放心下載490.0055.41-10.55500.0045.88-8.46感謝閱讀510.0067.07-17.47520.0056.18-14.89感謝閱讀530.0067.07-17.47540.0056.18-14.89謝謝閱讀550.0055.41-10.55560.0045.88-8.46感謝閱讀Mmax對(duì)應(yīng)組合號(hào):56Mmax=0.00N=45.88V=感謝閱讀-8.46Mmin對(duì)應(yīng)組合號(hào):56Mmin=0.00N=45.88V=精品文檔放心下載-8.46Nmax對(duì)應(yīng)組合號(hào):13M=0.00Nmax=77.58V=感謝閱讀-18.90Nmin對(duì)應(yīng)組合號(hào):46M=0.00Nmin=-7.46V=精品文檔放心下載21.94Vmax對(duì)應(yīng)組合號(hào):46M=0.00N=-7.46Vmax=謝謝閱讀21.94Vmin對(duì)應(yīng)組合號(hào):43M=0.00N=42.59Vmin=謝謝閱讀-23.00--------------------------------------------------------------------------精品文檔放心下載------2、基礎(chǔ)節(jié)點(diǎn)號(hào)*11*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：2（注：抗風(fēng)柱基礎(chǔ)，基底剪力為剛架平面外剪力）☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.0012.8626.3320.0012.86-26.33謝謝閱讀30.0012.860.0040.0012.860.00感謝閱讀50.0012.860.0060.0012.860.00感謝閱讀70.0012.8615.8080.0012.86-15.80精品文檔放心下載90.0012.8615.80100.0012.86-15.80謝謝閱讀110.0012.8615.80120.0012.86-15.80感謝閱讀130.0012.8615.80140.0012.86-15.80感謝閱讀150.0012.8626.33160.0012.86-26.33精品文檔放心下載170.0012.8626.33180.0012.86-26.33精品文檔放心下載190.0012.8626.33200.0012.86-26.33精品文檔放心下載210.0012.8626.33220.0012.86-26.33感謝閱讀230.0012.860.00240.0012.860.00謝謝閱讀250.0012.860.00260.0012.860.00感謝閱讀Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=12.86V=謝謝閱讀0.00Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=12.86V=感謝閱讀0.00Nmax對(duì)應(yīng)組合號(hào):26M=0.00Nmax=12.86V=精品文檔放心下載0.00Nmin對(duì)應(yīng)組合號(hào):26M=0.00Nmin=12.86V=精品文檔放心下載0.00Vmax對(duì)應(yīng)組合號(hào):21M=0.00N=12.86Vmax=感謝閱讀26.33Vmin對(duì)應(yīng)組合號(hào):22M=0.00N=12.86Vmin=精品文檔放心下載-26.33☆基本組合組合號(hào)MNV組合號(hào)MNV10.0015.4336.8620.0012.8636.86感謝閱讀30.0015.43-36.8640.0012.86-36.86感謝閱讀50.0015.430.0060.0012.860.00謝謝閱讀70.0017.360.0080.0015.430.00謝謝閱讀90.0012.860.00100.0017.360.00精品文檔放心下載110.0015.430.00120.0012.860.00感謝閱讀130.0017.360.00140.0015.430.00精品文檔放心下載150.0012.860.00160.0017.360.00謝謝閱讀170.0015.4322.12180.0012.8622.12謝謝閱讀190.0015.43-22.12200.0012.86-22.12謝謝閱讀210.0015.4322.12220.0012.8622.12謝謝閱讀230.0015.43-22.12240.0012.86-22.12感謝閱讀250.0015.4322.12260.0012.8622.12感謝閱讀270.0015.43-22.12280.0012.86-22.12精品文檔放心下載290.0015.4322.12300.0012.8622.12感謝閱讀310.0015.43-22.12320.0012.86-22.12精品文檔放心下載330.0015.4336.86340.0012.8636.86謝謝閱讀350.0015.43-36.86360.0012.86-36.86謝謝閱讀370.0015.4336.86380.0012.8636.86精品文檔放心下載390.0015.43-36.86400.0012.86-36.86精品文檔放心下載410.0015.4336.86420.0012.8636.86精品文檔放心下載430.0015.43-36.86440.0012.86-36.86精品文檔放心下載450.0015.4336.86460.0012.8636.86感謝閱讀470.0015.43-36.86480.0012.86-36.86精品文檔放心下載490.0015.430.00500.0012.860.00謝謝閱讀510.0015.430.00520.0012.860.00精品文檔放心下載530.0015.430.00540.0012.860.00精品文檔放心下載550.0015.430.00560.0012.860.00感謝閱讀Mmax對(duì)應(yīng)組合號(hào):56Mmax=0.00N=12.86V=感謝閱讀0.00Mmin對(duì)應(yīng)組合號(hào):56Mmin=0.00N=12.86V=謝謝閱讀0.00Nmax對(duì)應(yīng)組合號(hào):16M=0.00Nmax=17.36V=精品文檔放心下載0.00Nmin對(duì)應(yīng)組合號(hào):56M=0.00Nmin=12.86V=感謝閱讀0.00Vmax對(duì)應(yīng)組合號(hào):46M=0.00N=12.86Vmax=感謝閱讀36.86Vmin對(duì)應(yīng)組合號(hào):48M=0.00N=12.86Vmin=精品文檔放心下載-36.86--------------------------------------------------------------------------感謝閱讀------3、基礎(chǔ)節(jié)點(diǎn)號(hào)*12*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：3（注：抗風(fēng)柱基礎(chǔ)，基底剪力為剛架平面外剪力）☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.0013.2227.0720.0013.22-27.07謝謝閱讀30.0013.220.0040.0013.220.00謝謝閱讀50.0013.220.0060.0013.220.00精品文檔放心下載70.0013.2216.2480.0013.22-16.24感謝閱讀90.0013.2216.24100.0013.22-16.24精品文檔放心下載110.0013.2216.24120.0013.22-16.24感謝閱讀130.0013.2216.24140.0013.22-16.24精品文檔放心下載150.0013.2227.07160.0013.22-27.07謝謝閱讀170.0013.2227.07180.0013.22-27.07感謝閱讀190.0013.2227.07200.0013.22-27.07感謝閱讀210.0013.2227.07220.0013.22-27.07感謝閱讀230.0013.220.00240.0013.220.00謝謝閱讀250.0013.220.00260.0013.220.00謝謝閱讀Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=13.22V=精品文檔放心下載0.00Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=13.22V=精品文檔放心下載0.00Nmax對(duì)應(yīng)組合號(hào):26M=0.00Nmax=13.22V=謝謝閱讀0.00Nmin對(duì)應(yīng)組合號(hào):26M=0.00Nmin=13.22V=感謝閱讀0.00Vmax對(duì)應(yīng)組合號(hào):21M=0.00N=13.22Vmax=感謝閱讀27.07Vmin對(duì)應(yīng)組合號(hào):22M=0.00N=13.22Vmin=感謝閱讀-27.07☆基本組合組合號(hào)MNV組合號(hào)MNV10.0015.8737.9020.0013.2237.90感謝閱讀30.0015.87-37.9040.0013.22-37.90精品文檔放心下載50.0015.870.0060.0013.220.00感謝閱讀70.0017.850.0080.0015.870.00精品文檔放心下載90.0013.220.00100.0017.850.00謝謝閱讀110.0015.870.00120.0013.220.00感謝閱讀130.0017.850.00140.0015.870.00精品文檔放心下載150.0013.220.00160.0017.850.00精品文檔放心下載170.0015.8722.74180.0013.2222.74精品文檔放心下載190.0015.87-22.74200.0013.22-22.74精品文檔放心下載210.0015.8722.74220.0013.2222.74精品文檔放心下載230.0015.87-22.74240.0013.22-22.74精品文檔放心下載250.0015.8722.74260.0013.2222.74精品文檔放心下載270.0015.87-22.74280.0013.22-22.74感謝閱讀290.0015.8722.74300.0013.2222.74精品文檔放心下載310.0015.87-22.74320.0013.22-22.74謝謝閱讀330.0015.8737.90340.0013.2237.90謝謝閱讀350.0015.87-37.90360.0013.22-37.90謝謝閱讀370.0015.8737.90380.0013.2237.90感謝閱讀390.0015.87-37.90400.0013.22-37.90謝謝閱讀410.0015.8737.90420.0013.2237.90謝謝閱讀430.0015.87-37.90440.0013.22-37.90謝謝閱讀450.0015.8737.90460.0013.2237.90精品文檔放心下載470.0015.87-37.90480.0013.22-37.90謝謝閱讀490.0015.870.00500.0013.220.00感謝閱讀510.0015.870.00520.0013.220.00感謝閱讀530.0015.870.00540.0013.220.00感謝閱讀550.0015.870.00560.0013.220.00感謝閱讀Mmax對(duì)應(yīng)組合號(hào):56Mmax=0.00N=13.22V=精品文檔放心下載0.00Mmin對(duì)應(yīng)組合號(hào):56Mmin=0.00N=13.22V=感謝閱讀0.00Nmax對(duì)應(yīng)組合號(hào):16M=0.00Nmax=17.85V=感謝閱讀0.00Nmin對(duì)應(yīng)組合號(hào):56M=0.00Nmin=13.22V=感謝閱讀0.00Vmax對(duì)應(yīng)組合號(hào):46M=0.00N=13.22Vmax=感謝閱讀37.90Vmin對(duì)應(yīng)組合號(hào):48M=0.00N=13.22Vmin=精品文檔放心下載-37.90--------------------------------------------------------------------------謝謝閱讀------4、基礎(chǔ)節(jié)點(diǎn)號(hào)*13*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：4（注：抗風(fēng)柱基礎(chǔ)，基底剪力為剛架平面外剪力）☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.0012.8626.3320.0012.86-26.33精品文檔放心下載30.0012.860.0040.0012.860.00感謝閱讀50.0012.860.0060.0012.860.00謝謝閱讀70.0012.8615.8080.0012.86-15.80感謝閱讀90.0012.8615.80100.0012.86-15.80感謝閱讀110.0012.8615.80120.0012.86-15.80精品文檔放心下載130.0012.8615.80140.0012.86-15.80謝謝閱讀150.0012.8626.33160.0012.86-26.33精品文檔放心下載170.0012.8626.33180.0012.86-26.33精品文檔放心下載190.0012.8626.33200.0012.86-26.33謝謝閱讀210.0012.8626.33220.0012.86-26.33感謝閱讀230.0012.860.00240.0012.860.00感謝閱讀250.0012.860.00260.0012.860.00精品文檔放心下載Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=12.86V=精品文檔放心下載0.00Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=12.86V=精品文檔放心下載0.00Nmax對(duì)應(yīng)組合號(hào):26M=0.00Nmax=12.86V=精品文檔放心下載0.00Nmin對(duì)應(yīng)組合號(hào):26M=0.00Nmin=12.86V=感謝閱讀0.00Vmax對(duì)應(yīng)組合號(hào):21M=0.00N=12.86Vmax=謝謝閱讀26.33Vmin對(duì)應(yīng)組合號(hào):22M=0.00N=12.86Vmin=謝謝閱讀-26.33☆基本組合組合號(hào)MNV組合號(hào)MNV10.0015.4336.8620.0012.8636.86感謝閱讀30.0015.43-36.8640.0012.86-36.86感謝閱讀50.0015.430.0060.0012.860.00謝謝閱讀70.0017.360.0080.0015.430.00感謝閱讀90.0012.860.00100.0017.360.00感謝閱讀110.0015.430.00120.0012.860.00精品文檔放心下載130.0017.360.00140.0015.430.00感謝閱讀150.0012.860.00160.0017.360.00謝謝閱讀170.0015.4322.12180.0012.8622.12感謝閱讀190.0015.43-22.12200.0012.86-22.12謝謝閱讀210.0015.4322.12220.0012.8622.12感謝閱讀230.0015.43-22.12240.0012.86-22.12精品文檔放心下載250.0015.4322.12260.0012.8622.12精品文檔放心下載270.0015.43-22.12280.0012.86-22.12感謝閱讀290.0015.4322.12300.0012.8622.12精品文檔放心下載310.0015.43-22.12320.0012.86-22.12感謝閱讀330.0015.4336.86340.0012.8636.86感謝閱讀350.0015.43-36.86360.0012.86-36.86精品文檔放心下載370.0015.4336.86380.0012.8636.86精品文檔放心下載390.0015.43-36.86400.0012.86-36.86精品文檔放心下載410.0015.4336.86420.0012.8636.86感謝閱讀430.0015.43-36.86440.0012.86-36.86精品文檔放心下載450.0015.4336.86460.0012.8636.86精品文檔放心下載470.0015.43-36.86480.0012.86-36.86感謝閱讀490.0015.430.00500.0012.860.00精品文檔放心下載510.0015.430.00520.0012.860.00精品文檔放心下載530.0015.430.00540.0012.860.00謝謝閱讀550.0015.430.00560.0012.860.00謝謝閱讀Mmax對(duì)應(yīng)組合號(hào):56Mmax=0.00N=12.86V=感謝閱讀0.00Mmin對(duì)應(yīng)組合號(hào):56Mmin=0.00N=12.86V=謝謝閱讀0.00Nmax對(duì)應(yīng)組合號(hào):16M=0.00Nmax=17.36V=感謝閱讀0.00Nmin對(duì)應(yīng)組合號(hào):56M=0.00Nmin=12.86V=謝謝閱讀0.00Vmax對(duì)應(yīng)組合號(hào):46M=0.00N=12.86Vmax=感謝閱讀36.86Vmin對(duì)應(yīng)組合號(hào):48M=0.00N=12.86Vmin=謝謝閱讀-36.86--------------------------------------------------------------------------精品文檔放心下載------5、基礎(chǔ)節(jié)點(diǎn)號(hào)*14*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：5☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.0027.7714.5020.008.29-12.69感謝閱讀30.0061.1715.3440.0047.6510.45精品文檔放心下載50.0061.1715.3460.0047.6510.45精品文檔放心下載70.0049.2417.7780.0037.551.46謝謝閱讀90.0035.7212.88100.0024.03-3.43精品文檔放心下載110.0049.2417.77120.0037.551.46精品文檔放心下載130.0035.7212.88140.0024.03-3.43感謝閱讀150.0037.2317.92160.0017.75-9.26謝謝閱讀170.0027.7714.50180.008.29-12.69精品文檔放心下載190.0037.2317.92200.0017.75-9.26感謝閱讀210.0027.7714.50220.008.29-12.69謝謝閱讀230.0055.7714.43240.0046.298.92感謝閱讀250.0055.7714.43260.0046.298.92感謝閱讀Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=46.29V=精品文檔放心下載8.92Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=46.29V=感謝閱讀8.92Nmax對(duì)應(yīng)組合號(hào):5M=0.00Nmax=61.17V=精品文檔放心下載15.34Nmin對(duì)應(yīng)組合號(hào):22M=0.00Nmin=8.29V=精品文檔放心下載-12.69Vmax對(duì)應(yīng)組合號(hào):19M=0.00N=37.23Vmax=精品文檔放心下載17.92Vmin對(duì)應(yīng)組合號(hào):22M=0.00N=8.29Vmin=謝謝閱讀-12.69☆基本組合組合號(hào)MNV組合號(hào)MNV10.0029.3418.2120.0019.8116.12精品文檔放心下載30.002.07-19.8540.00-7.46-21.94感謝閱讀50.0076.1019.3960.0066.5717.30精品文檔放心下載70.0077.5718.9080.0057.1812.54精品文檔放心下載90.0047.6510.45100.0064.3314.11感謝閱讀110.0076.1019.39120.0066.5717.30謝謝閱讀130.0077.5718.90140.0057.1812.54感謝閱讀150.0047.6510.45160.0064.3314.11謝謝閱讀170.0059.4022.79180.0049.8720.70感謝閱讀190.0043.04-0.04200.0033.51-2.13感謝閱讀210.0040.4815.94220.0030.9513.85謝謝閱讀230.0024.11-6.89240.0014.58-8.98感謝閱讀250.0059.4022.79260.0049.8720.70精品文檔放心下載270.0043.04-0.04280.0033.51-2.13精品文檔放心下載290.0040.4815.94300.0030.9513.85精品文檔放心下載310.0024.11-6.89320.0014.58-8.98精品文檔放心下載330.0042.5923.00340.0033.0620.91謝謝閱讀350.0015.32-15.06360.005.79-17.15謝謝閱讀370.0029.3418.21380.0019.8116.12謝謝閱讀390.002.07-19.85400.00-7.46-21.94謝謝閱讀410.0042.5923.00420.0033.0620.91謝謝閱讀430.0015.32-15.06440.005.79-17.15感謝閱讀450.0029.3418.21460.0019.8116.12謝謝閱讀470.002.07-19.85480.00-7.46-21.94精品文檔放心下載490.0067.0717.47500.0056.1814.89謝謝閱讀510.0055.4110.55520.0045.888.46精品文檔放心下載530.0067.0717.47540.0056.1814.89感謝閱讀550.0055.4110.55560.0045.888.46謝謝閱讀Mmax對(duì)應(yīng)組合號(hào):56Mmax=0.00N=45.88V=謝謝閱讀8.46Mmin對(duì)應(yīng)組合號(hào):56Mmin=0.00N=45.88V=精品文檔放心下載8.46Nmax對(duì)應(yīng)組合號(hào):13M=0.00Nmax=77.57V=精品文檔放心下載18.90Nmin對(duì)應(yīng)組合號(hào):48M=0.00Nmin=-7.46V=謝謝閱讀-21.94Vmax對(duì)應(yīng)組合號(hào):41M=0.00N=42.59Vmax=精品文檔放心下載23.00Vmin對(duì)應(yīng)組合號(hào):48M=0.00N=-7.46Vmin=謝謝閱讀-21.945.2中間跨門(mén)式剛架MJ-4工程名：MJ-4.SJ******基礎(chǔ)計(jì)算柱底力******日期:1/4/2012時(shí)間:15:52:06基礎(chǔ)反力單位：軸力N、剪力V:kN;彎矩M:kN.m感謝閱讀作用力方向(對(duì)基礎(chǔ)):軸力N壓為正(↓);彎矩M順時(shí)針為正(-↓);剪力V順時(shí)針為正(→)?；A(chǔ)總結(jié)點(diǎn)數(shù)：2--------------------------------------------------------------------------感謝閱讀------1、基礎(chǔ)節(jié)點(diǎn)號(hào)*10*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：1☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.0013.6910.2320.0037.93-25.60感謝閱讀30.0070.25-19.9840.00102.24-32.28感謝閱讀50.00102.24-32.2860.0070.25-19.98精品文檔放心下載70.0036.32-1.8580.0050.86-23.35精品文檔放心下載90.0068.30-14.15100.0082.85-35.65精品文檔放心下載110.0068.30-14.15120.0082.85-35.65感謝閱讀130.0036.32-1.85140.0050.86-23.35精品文檔放心下載150.0013.6910.23160.0037.93-25.60謝謝閱讀170.0036.091.63180.0060.32-34.20感謝閱讀190.0036.091.63200.0060.32-34.20感謝閱讀210.0013.6910.23220.0037.93-25.60謝謝閱讀230.0068.39-17.85240.0088.11-28.26精品文檔放心下載250.0088.11-28.26260.0068.39-17.85感謝閱讀Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=68.39V=感謝閱讀-17.85Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=68.39V=謝謝閱讀-17.85Nmax對(duì)應(yīng)組合號(hào):5M=0.00Nmax=102.24V=謝謝閱讀-32.28Nmin對(duì)應(yīng)組合號(hào):21M=0.00Nmin=13.69V=精品文檔放心下載10.23Vmax對(duì)應(yīng)組合號(hào):21M=0.00N=13.69Vmax=精品文檔放心下載10.23Vmin對(duì)應(yīng)組合號(hào):12M=0.00N=82.85Vmin=精品文檔放心下載-35.65☆基本組合組合號(hào)MNV組合號(hào)MNV10.005.1218.3220.00-8.9322.32感謝閱讀30.0039.05-31.8440.0025.00-27.84感謝閱讀50.0084.30-23.9860.0070.25-19.98感謝閱讀70.0094.84-26.9780.00129.08-41.19精品文檔放心下載90.00115.03-37.20100.00126.19-39.02精品文檔放心下載110.00129.08-41.19120.00115.03-37.20謝謝閱讀130.00126.19-39.02140.0084.30-23.98精品文檔放心下載150.0070.25-19.98160.0094.84-26.97謝謝閱讀170.0036.791.40180.0022.745.40謝謝閱讀190.0057.15-28.69200.0043.10-24.70感謝閱讀210.0081.58-15.81220.0067.52-11.81精品文檔放心下載230.00101.93-45.91240.0087.88-41.91精品文檔放心下載250.0081.58-15.81260.0067.52-11.81謝謝閱讀270.00101.93-45.91280.0087.88-41.91謝謝閱讀290.0036.791.40300.0022.745.40感謝閱讀310.0057.15-28.69320.0043.10-24.70精品文檔放心下載330.005.1218.32340.00-8.9322.32謝謝閱讀350.0039.05-31.84360.0025.00-27.84感謝閱讀370.0036.476.27380.0022.4210.27謝謝閱讀390.0070.40-43.89400.0056.35-39.89精品文檔放心下載410.0036.476.27420.0022.4210.27謝謝閱讀430.0070.40-43.89440.0056.35-39.89精品文檔放心下載450.005.1218.32460.00-8.9322.32精品文檔放心下載470.0039.05-31.84480.0025.00-27.84感謝閱讀490.0081.88-21.21500.0067.83-17.21精品文檔放心下載510.00105.91-34.12520.0088.67-28.89感謝閱讀530.00105.91-34.12540.0088.67-28.89感謝閱讀550.0081.88-21.21560.0067.83-17.21感謝閱讀Mmax對(duì)應(yīng)組合號(hào):56Mmax=0.00N=67.83V=感謝閱讀-17.21Mmin對(duì)應(yīng)組合號(hào):56Mmin=0.00N=67.83V=感謝閱讀-17.21Nmax對(duì)應(yīng)組合號(hào):11M=0.00Nmax=129.08V=謝謝閱讀-41.19Nmin對(duì)應(yīng)組合號(hào):46M=0.00Nmin=-8.93V=精品文檔放心下載22.32Vmax對(duì)應(yīng)組合號(hào):46M=0.00N=-8.93Vmax=謝謝閱讀22.32Vmin對(duì)應(yīng)組合號(hào):27M=0.00N=101.93Vmin=感謝閱讀-45.91--------------------------------------------------------------------------感謝閱讀------2、基礎(chǔ)節(jié)點(diǎn)號(hào)*11*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：2☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.0037.9325.6020.0013.69-10.23謝謝閱讀30.00102.2432.2840.0070.2519.98精品文檔放心下載50.00102.2432.2860.0070.2519.98感謝閱讀70.0082.8535.6580.0068.3014.15精品文檔放心下載90.0050.8623.35100.0036.321.85精品文檔放心下載110.0082.8535.65120.0068.3014.15謝謝閱讀130.0050.8623.35140.0036.321.85感謝閱讀150.0060.3234.20160.0036.09-1.63謝謝閱讀170.0037.9325.60180.0013.69-10.23謝謝閱讀190.0060.3234.20200.0036.09-1.63感謝閱讀210.0037.9325.60220.0013.69-10.23感謝閱讀230.0088.1128.26240.0068.3917.85感謝閱讀250.0088.1128.26260.0068.3917.85精品文檔放心下載Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=68.39V=謝謝閱讀17.85Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=68.39V=謝謝閱讀17.85Nmax對(duì)應(yīng)組合號(hào):5M=0.00Nmax=102.24V=感謝閱讀32.28Nmin對(duì)應(yīng)組合號(hào):22M=0.00Nmin=13.69V=精品文檔放心下載-10.23Vmax對(duì)應(yīng)組合號(hào):11M=0.00N=82.85Vmax=謝謝閱讀35.65Vmin對(duì)應(yīng)組合號(hào):22M=0.00N=13.69Vmin=感謝閱讀-10.23☆基本組合組合號(hào)MNV組合號(hào)MNV10.0039.0531.8420.0025.0027.84謝謝閱讀30.005.12-18.3340.00-8.93-22.32謝謝閱讀50.00129.0841.1960.00115.0337.20感謝閱讀70.00126.1939.0280.0084.3023.98謝謝閱讀90.0070.2519.98100.0094.8426.97精品文檔放心下載110.00129.0841.19120.00115.0337.20精品文檔放心下載130.00126.1939.02140.0084.3023.98精品文檔放心下載150.0070.2519.98160.0094.8426.97謝謝閱讀170.00101.9345.91180.0087.8841.91感謝閱讀190.0081.5815.81200.0067.5311.81謝謝閱讀210.0057.1528.69220.0043.1024.70感謝閱讀230.0036.79-1.40240.0022.74-5.40謝謝閱讀250.00101.9345.91260.0087.8841.91精品文檔放心下載270.0081.5815.81280.0067.5311.81感謝閱讀290.0057.1528.69300.0043.1024.70精品文檔放心下載310.0036.79-1.40320.0022.74-5.40謝謝閱讀330.0070.4043.89340.0056.3539.89精品文檔放心下載350.0036.47-6.27360.0022.42-10.27感謝閱讀370.0039.0531.84380.0025.0027.84精品文檔放心下載390.005.12-18.33400.00-8.93-22.32謝謝閱讀410.0070.4043.89420.0056.3539.89謝謝閱讀430.0036.47-6.27440.0022.42-10.27感謝閱讀450.0039.0531.84460.0025.0027.84精品文檔放心下載470.005.12-18.33480.00-8.93-22.32謝謝閱讀490.00105.9134.12500.0088.6728.89精品文檔放心下載510.0081.8821.21520.0067.8317.21謝謝閱讀530.00105.9134.12540.0088.6728.89感謝閱讀550.0081.8821.21560.0067.8317.21精品文檔放心下載Mmax對(duì)應(yīng)組合號(hào):56Mmax=0.00N=67.83V=謝謝閱讀17.21Mmin對(duì)應(yīng)組合號(hào):56Mmin=0.00N=67.83V=謝謝閱讀17.21Nmax對(duì)應(yīng)組合號(hào):11M=0.00Nmax=129.08V=謝謝閱讀41.19Nmin對(duì)應(yīng)組合號(hào):48M=0.00Nmin=-8.93V=謝謝閱讀-22.32Vmax對(duì)應(yīng)組合號(hào):25M=0.00N=101.93Vmax=精品文檔放心下載45.91Vmin對(duì)應(yīng)組合號(hào):48M=0.00N=-8.93Vmin=精品文檔放心下載-22.325.3中間跨門(mén)式剛架MJ-8工程名：MJ-8.SJ******基礎(chǔ)計(jì)算柱底力******日期:1/4/2012時(shí)間:15:57:30基礎(chǔ)反力單位：軸力N、剪力V:kN;彎矩M:kN.m感謝閱讀作用力方向(對(duì)基礎(chǔ)):軸力N壓為正(↓);彎矩M順時(shí)針為正(-↓);剪力V順時(shí)針為正(→)?；A(chǔ)總結(jié)點(diǎn)數(shù)：5--------------------------------------------------------------------------感謝閱讀------1、基礎(chǔ)節(jié)點(diǎn)號(hào)*16*基礎(chǔ)反力基礎(chǔ)相連柱號(hào)：1☆標(biāo)準(zhǔn)組合組合號(hào)MNV組合號(hào)MNV10.00131.325.0020.00114.463.18精品文檔放心下載30.00256.8033.6840.00177.4620.56謝謝閱讀50.00266.9233.4560.00167.3420.79謝謝閱讀70.00235.1924.2080.00225.0723.11謝謝閱讀90.00155.8511.09100.00145.7310.00感謝閱讀110.00245.3123.98120.00235.1922.89感謝閱讀130.00145.7311.31140.00135.6110.22謝謝閱讀150.00193.9414.02160.00177.0812.20精品文檔放心下載170.00138.404.84180.00121.543.02感謝閱讀190.00201.0313.86200.00184.1612.05精品文檔放心下載210.00131.325.00220.00114.463.18精品文檔放心下載230.00215.0039.89240.00169.448.27精品文檔放心下載250.00220.0639.78260.00164.388.38精品文檔放心下載Mmax對(duì)應(yīng)組合號(hào):26Mmax=0.00N=164.38V=感謝閱讀8.38Mmin對(duì)應(yīng)組合號(hào):26Mmin=0.00N=164.38V=謝謝閱讀8.38Nmax對(duì)應(yīng)組合號(hào):5M=0.00Nmax=266.92V=感謝閱讀33.45Nmin對(duì)應(yīng)組合號(hào):22M=0.00Nmin=114.46V=精品文檔放心下載3.18Vmax對(duì)應(yīng)組合號(hào):23M=0.00N=215.00Vmax=精品文檔放心下載39.89Vmin對(duì)應(yīng)組合號(hào):18M=0.00N=121.54Vmin=精品文檔放心下載3.02☆基本組合組合號(hào)MNV組合號(hào)MNV10.00150.382.8420.00116.91-1.32精品文檔放心下載30.00126.770.3040.0093.30-3.86精品文檔放心下載50.00326.0542.9960.00292.5938.83精品文檔放心下載70.00313.5840.6980.00214.9724.63謝謝閱讀90.00181.5120.47100.00235.822