軸鋼架計(jì)算書

CABR-PKPM--工程名:12~13軸鋼架計(jì)算書************PK11.EXE*****************日期:2/9/2020時(shí)間:16:03:54設(shè)計(jì)主要依據(jù):《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012);《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010);《鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)》(GB50017-2017);結(jié)果輸出總信息結(jié)構(gòu)形式:鋼框架結(jié)構(gòu)設(shè)計(jì)規(guī)范:按《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》計(jì)算結(jié)構(gòu)重要性系數(shù):1.00節(jié)點(diǎn)總數(shù):4柱數(shù):2梁數(shù):1支座約束數(shù):2標(biāo)準(zhǔn)截面總數(shù):2活荷載計(jì)算信息:考慮活荷載不利布置風(fēng)荷載計(jì)算信息:計(jì)算風(fēng)荷載鋼材:Q235梁柱自重計(jì)算信息:柱梁自重都計(jì)算恒載作用下柱的軸向變形:考慮梁柱自重計(jì)算增大系數(shù):1.20基礎(chǔ)計(jì)算信息:不計(jì)算基礎(chǔ)梁剛度增大系數(shù):1.00鋼結(jié)構(gòu)凈截面面積與毛截面面積比:0.85鋼柱計(jì)算長(zhǎng)度系數(shù)計(jì)算方法:有側(cè)移鋼結(jié)構(gòu)階形柱的計(jì)算長(zhǎng)度折減系數(shù):0.800程序自動(dòng)確定允許的長(zhǎng)細(xì)比鋼梁(恒+活)容許撓跨比:l/400鋼梁(活)容許撓跨比:l/500柱頂容許水平位移/柱高:l/500地震影響系數(shù)取值依據(jù):10抗規(guī)(2016修訂版)特征周期(s):0.35水平地震影響系數(shù)最大值αmax:0.04地震作用計(jì)算:計(jì)算水平地震作用計(jì)算振型數(shù)：3地震烈度：6.00場(chǎng)地土類別：Ⅱ類附加重量節(jié)點(diǎn)數(shù)：0設(shè)計(jì)地震分組：第一組周期折減系數(shù):0.80地震力計(jì)算方法：振型分解法結(jié)構(gòu)阻尼比：0.040按GB50011-2010地震效應(yīng)增大系數(shù)1.050窄行輸出全部?jī)?nèi)容防火設(shè)計(jì)計(jì)算信息：不考慮防火設(shè)計(jì)節(jié)點(diǎn)坐標(biāo)節(jié)點(diǎn)號(hào)XY節(jié)點(diǎn)號(hào)XY節(jié)點(diǎn)號(hào)XY(1)0.005.45(2)10.005.45(3)0.000.00(4)10.000.00柱關(guān)聯(lián)號(hào)柱號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ柱號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ柱號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ(1)31(2)42梁關(guān)聯(lián)號(hào)梁號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ梁號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ梁號(hào)節(jié)點(diǎn)Ⅰ節(jié)點(diǎn)Ⅱ(1)12柱上下節(jié)點(diǎn)偏心節(jié)點(diǎn)號(hào)柱偏心值節(jié)點(diǎn)號(hào)柱偏心值節(jié)點(diǎn)號(hào)柱偏心值節(jié)點(diǎn)號(hào)柱偏心值(1)0.00(2)0.00(3)0.00(4)0.00標(biāo)準(zhǔn)截面信息1、標(biāo)準(zhǔn)截面類型(1)15,200,250,10.0,10.0,5(2)15,200,300,10.0,10.0,5柱布置截面號(hào),鉸接信息,截面布置角度柱號(hào)標(biāo)準(zhǔn)截鉸接截面布柱號(hào)標(biāo)準(zhǔn)截鉸接截面布面號(hào)信息置角度面號(hào)信息置角度(1)100(2)100梁布置截面號(hào),鉸接信息,截面布置角度梁號(hào)標(biāo)準(zhǔn)截鉸接截面布梁號(hào)標(biāo)準(zhǔn)截鉸接截面布面號(hào)信息置角度面號(hào)信息置角度(1)2002、標(biāo)準(zhǔn)截面特性截面號(hào)XcYcIxIyA10.100000.125000.77912E-040.54887E-040.86000E-0220.100000.150000.12072E-030.63920E-040.96000E-02截面號(hào)ixiyW1xW2xW1yW2y10.95181E-010.79888E-010.62329E-030.62329E-030.54887E-030.54887E-0320.11214E+000.81599E-010.80480E-030.80480E-030.63920E-030.63920E-03恒荷載計(jì)算...節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)彎矩垂直力水平力0柱荷載:柱號(hào)荷載類型荷載值荷載參數(shù)1荷載參數(shù)20梁荷載:連續(xù)數(shù)荷載個(gè)數(shù)荷載類型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)23.600.00恒荷載標(biāo)準(zhǔn)值作用計(jì)算結(jié)果柱內(nèi)力柱號(hào)MNVMNV1-13.1626.94-7.25-26.37-22.527.25213.1626.947.2526.37-22.52-7.25梁內(nèi)力梁號(hào)MNVMNV126.377.2522.52-26.37-7.2522.52恒荷載作用下的節(jié)點(diǎn)位移(mm)節(jié)點(diǎn)號(hào).X向位移Y向位移10.00.120.00.1活荷載計(jì)算...節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)彎矩垂直力水平力0柱荷載:柱號(hào)荷載類型荷載值荷載參數(shù)1荷載參數(shù)20梁荷載:連續(xù)數(shù)荷載個(gè)數(shù)荷載類型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)21.500.00活荷載標(biāo)準(zhǔn)值作用下的節(jié)點(diǎn)位移(mm)節(jié)點(diǎn)號(hào).X向位移Y向位移10.00.020.00.0風(fēng)荷載計(jì)算...左風(fēng)1荷載標(biāo)準(zhǔn)值作用節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)水平力垂直力0柱荷載:柱號(hào)荷載類型荷載值荷載參數(shù)1荷載參數(shù)2110.730.00211.550.000梁荷載:連續(xù)數(shù)荷載個(gè)數(shù)荷載類型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)2-2.870.00節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)3.5(2)3.5(3)0.0(4)0.0柱內(nèi)力柱號(hào)MNVMNV119.23-15.299.5221.8215.29-5.5425.21-13.412.91-12.3913.415.54梁內(nèi)力梁號(hào)MNVMNV1-21.82-5.54-15.2912.395.54-13.41右風(fēng)1荷載標(biāo)準(zhǔn)值作用節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)水平力垂直力0柱荷載:柱號(hào)荷載類型荷載值荷載參數(shù)1荷載參數(shù)211-1.550.0021-0.730.000梁荷載:連續(xù)數(shù)荷載個(gè)數(shù)荷載類型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)2-1.820.00節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)-3.5(2)-3.5(3)0.0(4)0.0柱內(nèi)力柱號(hào)MNVMNV1-8.29-8.13-4.606.228.13-3.852-16.12-10.02-7.80-15.6310.023.85梁內(nèi)力梁號(hào)MNVMNV1-6.22-3.85-8.1315.633.85-10.02左風(fēng)2荷載標(biāo)準(zhǔn)值作用節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)水平力垂直力0柱荷載:柱號(hào)荷載類型荷載值荷載參數(shù)1荷載參數(shù)2111.910.00210.360.000梁荷載:連續(xù)數(shù)荷載個(gè)數(shù)荷載類型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)2-1.680.00節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)3.5(2)3.5(3)0.0(4)0.0柱內(nèi)力柱號(hào)MNVMNV119.72-9.3611.4013.999.36-0.9724.68-7.471.01-4.587.470.97梁內(nèi)力梁號(hào)MNVMNV1-13.99-0.97-9.364.580.97-7.47右風(fēng)2荷載標(biāo)準(zhǔn)值作用節(jié)點(diǎn)荷載:節(jié)點(diǎn)號(hào)水平力垂直力0柱荷載:柱號(hào)荷載類型荷載值荷載參數(shù)1荷載參數(shù)211-0.360.0021-1.910.000梁荷載:連續(xù)數(shù)荷載個(gè)數(shù)荷載類型荷載值1荷載參數(shù)1荷載值2荷載參數(shù)2-0.630.00節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)-3.5(2)-3.5(3)0.0(4)0.0柱內(nèi)力柱號(hào)MNVMNV1-7.77-2.19-2.71-1.602.190.732-16.64-4.08-9.70-7.814.08-0.73梁內(nèi)力梁號(hào)MNVMNV11.600.73-2.197.81-0.73-4.08地震計(jì)算...左震動(dòng)標(biāo)準(zhǔn)值作用計(jì)算結(jié)果地震力計(jì)算質(zhì)量集中信息:質(zhì)量集中節(jié)點(diǎn)號(hào):1質(zhì)點(diǎn)重量:56.958水平地震標(biāo)準(zhǔn)值作用底層剪力：2.437底層最小地震剪力(抗震規(guī)范5.2.5條):0.456各質(zhì)點(diǎn)地震力調(diào)整系數(shù):1.000地震力調(diào)整后剪重比：0.043***第1振型結(jié)構(gòu)自振周期(已乘周期折減系數(shù)，單位：秒):0.304特征向量：1.000各質(zhì)點(diǎn)的水平地震力(kN)：2.437節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)1.5(2)1.5(3)0.0(4)0.0***左地震各振型疊加(SRSS)水平地震作用效應(yīng)輸出:節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)1.6(2)1.6(3)0.0(4)0.0柱內(nèi)力柱號(hào)MNVMNV14.06-0.581.282.910.58-1.2824.060.581.282.91-0.58-1.28梁內(nèi)力梁號(hào)MNVMNV1-2.910.00-0.58-2.910.000.58振型參與質(zhì)量系數(shù):100.00%右震動(dòng)標(biāo)準(zhǔn)值作用計(jì)算結(jié)果地震力計(jì)算質(zhì)量集中信息:質(zhì)量集中節(jié)點(diǎn)號(hào):2質(zhì)點(diǎn)重量:56.958水平地震標(biāo)準(zhǔn)值作用底層剪力：2.437底層最小地震剪力(抗震規(guī)范5.2.5條):0.456各質(zhì)點(diǎn)地震力調(diào)整系數(shù):1.000地震力調(diào)整后剪重比：0.043***第1振型結(jié)構(gòu)自振周期(已乘周期折減系數(shù)，單位：秒):0.304特征向量：1.000各質(zhì)點(diǎn)的水平地震力(kN)：2.437節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)-1.5(2)-1.5(3)0.0(4)0.0***右地震各振型疊加(SRSS)水平地震作用效應(yīng)輸出:節(jié)點(diǎn)側(cè)向（水平向）位移(mm)節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx節(jié)點(diǎn)號(hào)δx(1)-1.6(2)-1.6(3)0.0(4)0.0柱內(nèi)力柱號(hào)MNVMNV1-4.060.58-1.28-2.91-0.581.282-4.06-0.58-1.28-2.910.581.28梁內(nèi)力梁號(hào)MNVMNV12.910.000.582.910.00-0.58振型參與質(zhì)量系數(shù):100.00%荷載效應(yīng)組合計(jì)算...荷載效應(yīng)組合及強(qiáng)度、穩(wěn)定、配筋計(jì)算鋼柱1截面類型=15;布置角度=0;計(jì)算長(zhǎng)度：Lx=6.53,Ly=5.45;長(zhǎng)細(xì)比：λx=68.7,λy=68.2構(gòu)件長(zhǎng)度=5.45;計(jì)算長(zhǎng)度系數(shù):Ux=1.20Uy=1.00抗震等級(jí):四級(jí)截面參數(shù):B=200,H=250,T1=10,T2=10軸壓截面分類:X軸:c類,Y軸:c類構(gòu)件鋼號(hào)：Q235寬厚比等級(jí):S3驗(yàn)算規(guī)范:普鋼規(guī)范GB50017-2017柱下端柱上端組合號(hào)MNVMNV1-17.1035.02-9.43-34.29-29.289.432-23.6846.27-13.05-47.46-40.5313.053-23.6846.27-13.05-47.46-40.5313.054-17.1035.02-9.43-34.29-29.289.435-13.1626.94-7.25-26.37-22.527.256-19.7338.19-10.88-39.55-33.7710.887-19.7338.19-10.88-39.55-33.7710.888-13.1626.94-7.25-26.37-22.527.25911.7312.084.85-1.56-6.341.1210-29.5322.82-16.34-24.95-17.083.661112.4820.987.67-13.30-15.247.9712-28.7631.73-13.49-36.69-25.9910.521315.684.007.036.350.42-1.0614-25.5914.74-14.16-17.04-10.321.481516.4312.909.85-5.38-8.495.8016-24.8123.65-11.32-28.77-19.238.35170.2021.25-0.86-14.65-15.514.4418-24.5627.70-13.57-28.69-21.965.97190.6526.600.83-21.69-20.868.5620-24.1033.04-11.87-35.73-27.3010.0921-6.3732.50-4.49-27.83-26.768.0722-31.1338.95-17.20-41.86-33.219.5923-5.9337.85-2.79-34.87-32.1112.1824-30.6744.29-15.49-48.90-38.5513.7125-6.3732.50-4.49-27.83-26.768.0726-31.1338.95-17.20-41.86-33.219.5927-5.9337.85-2.79-34.87-32.1112.1828-30.6744.29-15.49-48.90-38.5513.71290.2021.25-0.86-14.65-15.514.4430-24.5627.70-13.57-28.69-21.965.97310.6526.600.83-21.69-20.868.5632-24.1033.04-11.87-35.73-27.3010.09334.1513.171.31-6.74-8.762.2734-20.6119.62-11.40-20.77-15.203.79354.5918.523.01-13.78-14.106.3836-20.1524.96-9.69-27.81-20.557.9137-2.4324.42-2.31-19.92-20.015.8938-27.1930.87-15.02-33.95-26.457.4139-1.9829.77-0.61-26.95-25.3510.0040-26.7236.21-13.31-40.99-31.8011.5341-2.4324.42-2.31-19.92-20.015.8942-27.1930.87-15.02-33.95-26.457.4143-1.9829.77-0.61-26.95-25.3510.0044-26.7236.21-13.31-40.99-31.8011.53454.1513.171.31-6.74-8.762.2746-20.6119.62-11.40-20.77-15.203.79474.5918.523.01-13.78-14.106.3848-20.1524.96-9.69-27.81-20.557.914911.7312.084.85-1.56-6.341.1250-29.5322.82-16.34-24.95-17.083.665112.4820.987.67-13.30-15.247.9752-28.7631.73-13.49-36.69-25.9910.52537.1319.952.31-10.79-14.213.6554-34.1330.69-18.87-34.18-24.956.19557.8828.865.14-22.52-23.1210.5156-33.3639.60-16.03-45.91-33.8613.06577.1319.952.31-10.79-14.213.6558-34.1330.69-18.87-34.18-24.956.19597.8828.865.14-22.52-23.1210.5160-33.3639.60-16.03-45.91-33.8613.066111.7312.084.85-1.56-6.341.1262-29.5322.82-16.34-24.95-17.083.666312.4820.987.67-13.30-15.247.9764-28.7631.73-13.49-36.69-25.9910.526515.684.007.036.350.42-1.0666-25.5914.74-14.16-17.04-10.321.486716.4312.909.85-5.38-8.495.8068-24.8123.65-11.32-28.77-19.238.356911.0811.874.49-2.87-7.461.4870-30.1922.61-16.70-26.26-18.204.027111.8320.787.31-14.61-16.368.3372-29.4131.52-13.85-38.00-27.1110.887311.0811.874.49-2.87-7.461.4874-30.1922.61-16.70-26.26-18.204.027511.8320.787.31-14.61-16.368.3376-29.4131.52-13.85-38.00-27.1110.887715.684.007.036.350.42-1.0678-25.5914.74-14.16-17.04-10.321.487916.4312.909.85-5.38-8.495.8080-24.8123.65-11.32-28.77-19.238.3581-11.8334.26-7.77-30.50-28.527.7782-22.3835.77-11.09-38.07-30.0311.0983-14.6739.14-9.34-36.21-33.409.3484-25.2340.65-12.66-43.78-34.9112.6685-14.6739.14-9.34-36.21-33.409.3486-25.2340.65-12.66-43.78-34.9112.6687-11.8334.26-7.77-30.50-28.527.7788-22.3835.77-11.09-38.07-30.0311.0989-7.8826.18-5.59-22.59-21.765.5990-18.4427.69-8.92-30.16-23.288.9291-10.0729.93-6.80-26.98-25.516.8092-20.6331.44-10.12-34.55-27.0310.1293-10.0729.93-6.80-26.98-25.516.8094-20.6331.44-10.12-34.55-27.0310.1295-7.8826.18-5.59-22.59-21.765.5996-18.4427.69-8.92-30.16-23.288.92強(qiáng)度計(jì)算最大應(yīng)力對(duì)應(yīng)組合號(hào):24,M=-30.67,N=44.29,M=-48.90,N=-38.55強(qiáng)度計(jì)算最大應(yīng)力(N/mm*mm)=93.97強(qiáng)度計(jì)算最大應(yīng)力比=0.437平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=83.42平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力比=0.388平面外穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=54.55平面外穩(wěn)定計(jì)算最大應(yīng)力比=0.254腹板容許高厚比計(jì)算對(duì)應(yīng)組合號(hào):33,M=4.15,N=13.17,M=-6.74,N=-8.76對(duì)應(yīng)的應(yīng)力梯度α0=1.75GB50017腹板容許高厚比[H0/TW]=81.74GB50011腹板容許高厚比[H0/TW]=40.00翼緣容許寬厚比[B/T]=40.00強(qiáng)度計(jì)算最大應(yīng)力<f=215.00平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力<f=215.00平面外穩(wěn)定計(jì)算最大應(yīng)力<f=215.00腹板高厚比H0/TW=23.00<[H0/TW]=40.00翼緣寬厚比B/T=18.00<[B/T]=40.00壓桿,平面內(nèi)長(zhǎng)細(xì)比λ=69.≤[λ]=120壓桿,平面外長(zhǎng)細(xì)比λ=68.≤[λ]=120柱上節(jié)點(diǎn)強(qiáng)柱弱梁驗(yàn)算:N/(A*f)=0.022≤0.4,可不驗(yàn)算構(gòu)件重量(Kg)=367.93鋼柱2截面類型=15;布置角度=0;計(jì)算長(zhǎng)度：Lx=6.53,Ly=5.45;長(zhǎng)細(xì)比：λx=68.7,λy=68.2構(gòu)件長(zhǎng)度=5.45;計(jì)算長(zhǎng)度系數(shù):Ux=1.20Uy=1.00抗震等級(jí):四級(jí)截面參數(shù):B=200,H=250,T1=10,T2=10軸壓截面分類:X軸:c類,Y軸:c類構(gòu)件鋼號(hào)：Q235寬厚比等級(jí):S3驗(yàn)算規(guī)范:普鋼規(guī)范GB50017-2017柱下端柱上端組合號(hào)MNVMNV123.6846.2713.0547.46-40.53-13.05217.1035.029.4334.29-29.28-9.43323.6846.2713.0547.46-40.53-13.05417.1035.029.4334.29-29.28-9.43519.7338.1910.8839.55-33.77-10.88613.1626.947.2526.37-22.52-7.25719.7338.1910.8839.55-33.77-10.88813.1626.947.2526.37-22.52-7.25924.9214.9113.7915.70-9.17-1.1210-7.0719.99-2.2810.84-14.25-3.661124.1323.8110.9427.41-18.07-7.9712-7.8528.90-5.1222.57-23.16-10.521320.976.8311.617.79-2.411.0614-11.0211.91-4.452.92-7.50-1.481520.1815.738.7619.50-11.31-5.8016-11.8020.82-7.3014.66-16.41-8.351728.3734.2015.6736.31-28.46-8.07189.1737.256.0333.39-31.51-9.591927.8939.5413.9643.34-33.80-12.18208.7042.604.3240.43-36.86-13.712121.8022.9512.0523.13-17.21-4.44222.6026.002.4120.22-20.26-5.972321.3228.2910.3430.16-22.55-8.56242.1331.350.7027.26-25.61-10.092528.3734.2015.6736.31-28.46-8.07269.1737.256.0333.39-31.51-9.592727.8939.5413.9643.34-33.80-12.18288.7042.604.3240.43-36.86-13.712921.8022.9512.0523.13-17.21-4.44302.6026.002.4120.22-20.26-5.973121.3228.2910.3430.16-22.55-8.56322.1331.350.7027.26-25.61-10.093324.4226.1213.4928.40-21.70-5.89345.2229.173.8525.48-24.76-7.413523.9431.4611.7835.42-27.05-10.00364.7634.522.1532.52-30.10-11.533717.8514.879.8715.22-10.45-2.2738-1.3517.920.2312.30-13.51-3.793917.3720.218.1622.25-15.80-6.3840-1.8223.27-1.4819.34-18.85-7.914124.4226.1213.4928.40-21.70-5.89425.2229.173.8525.48-24.76-7.414323.9431.4611.7835.42-27.05-10.00444.7634.522.1532.52-30.10-11.534517.8514.879.8715.22-10.45-2.2746-1.3517.920.2312.30-13.51-3.794717.3720.218.1622.25-15.80-6.3848-1.8223.27-1.4819.34-18.85-7.914929.5222.7816.3324.92-17.04-3.6550-2.4727.870.2620.06-22.13-6.195128.7331.6813.4836.63-25.94-10.5152-3.2536.78-2.5931.79-31.04-13.065324.9214.9113.7915.70-9.17-1.1254-7.0719.99-2.2810.84-14.25-3.665524.1323.8110.9427.41-18.07-7.9756-7.8528.90-5.1222.57-23.16-10.525729.5222.7816.3324.92-17.04-3.6558-2.4727.870.2620.06-22.13-6.195928.7331.6813.4836.63-25.94-10.5160-3.2536.78-2.5931.79-31.04-13.066124.9214.9113.7915.70-9.17-1.1262-7.0719.99-2.2810.84-14.25-3.666324.1323.8110.9427.41-18.07-7.9764-7.8528.90-5.1222.57-23.16-10.526525.5814.7014.1517.01-10.29-1.4866-6.4219.79-1.9212.15-15.37-4.026724.7823.6011.3028.72-19.19-8.3368-7.2028.70-4.7623.88-24.28-10.886920.976.8311.617.79-2.411.0670-11.0211.91-4.452.92-7.50-1.487120.1815.738.7619.50-11.31-5.8072-11.8020.82-7.3014.66-16.41-8.357325.5814.7014.1517.01-10.29-1.4874-6.4219.79-1.9212.15-15.37-4.027524.7823.6011.3028.72-19.19-8.3376-7.2028.70-4.7623.88-24.28-10.887720.976.8311.617.79-2.411.0678-11.0211.91-4.452.92-7.50-1.487920.1815.738.7619.50-11.31-5.8080-11.8020.82-7.3014.66-16.41-8.358125.2340.6512.6643.78-34.91-12.668214.6739.149.3436.21-33.40-9.348322.3835.7711.0938.07-30.03-11.098411.8334.267.7730.50-28.52-7.778525.2340.6512.6643.78-34.91-12.668614.6739.149.3436.21-33.40-9.348722.3835.7711.0938.07-30.03-11.098811.8334.267.7730.50-28.52-7.778920.6331.4410.1234.55-27.03-10.129010.0729.936.8026.98-25.51-6.809118.4427.698.9230.16-23.28-8.92927.8826.185.5922.59-21.76-5.599320.6331.4410.1234.55-27.03-10.129410.0729.936.8026.98-25.51-6.8095