CABR-PKPM--工程名:12~13軸鋼架計算書************PK11.EXE*****************日期:2/9/2020時間:16:03:54設(shè)計主要依據(jù):《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012);《建筑抗震設(shè)計規(guī)范》(GB50011-2010);《鋼結(jié)構(gòu)設(shè)計標準》(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)計規(guī)范:按《鋼結(jié)構(gòu)設(shè)計規(guī)范》計算結(jié)構(gòu)重要性系數(shù):1.00節(jié)點總數(shù):4柱數(shù):2梁數(shù):1支座約束數(shù):2標準截面總數(shù):2活荷載計算信息:考慮活荷載不利布置風荷載計算信息:計算風荷載鋼材:Q235梁柱自重計算信息:柱梁自重都計算恒載作用下柱的軸向變形:考慮梁柱自重計算增大系數(shù):1.20基礎(chǔ)計算信息:不計算基礎(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鋼柱計算長度系數(shù)計算方法:有側(cè)移鋼結(jié)構(gòu)階形柱的計算長度折減系數(shù):0.800程序自動確定允許的長細比鋼梁(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地震作用計算:計算水平地震作用計算振型數(shù)：3地震烈度：6.00場地土類別：Ⅱ類附加重量節(jié)點數(shù)：0設(shè)計地震分組：第一組周期折減系數(shù):0.80地震力計算方法：振型分解法結(jié)構(gòu)阻尼比：0.040按GB50011-2010地震效應增大系數(shù)1.050窄行輸出全部內(nèi)容防火設(shè)計計算信息：不考慮防火設(shè)計節(jié)點坐標節(jié)點號XY節(jié)點號XY節(jié)點號XY(1)0.005.45(2)10.005.45(3)0.000.00(4)10.000.00柱關(guān)聯(lián)號柱號節(jié)點Ⅰ節(jié)點Ⅱ柱號節(jié)點Ⅰ節(jié)點Ⅱ柱號節(jié)點Ⅰ節(jié)點Ⅱ(1)31(2)42梁關(guān)聯(lián)號梁號節(jié)點Ⅰ節(jié)點Ⅱ梁號節(jié)點Ⅰ節(jié)點Ⅱ梁號節(jié)點Ⅰ節(jié)點Ⅱ(1)12柱上下節(jié)點偏心節(jié)點號柱偏心值節(jié)點號柱偏心值節(jié)點號柱偏心值節(jié)點號柱偏心值(1)0.00(2)0.00(3)0.00(4)0.00標準截面信息1、標準截面類型(1)15,200,250,10.0,10.0,5(2)15,200,300,10.0,10.0,5柱布置截面號,鉸接信息,截面布置角度柱號標準截鉸接截面布柱號標準截鉸接截面布面號信息置角度面號信息置角度(1)100(2)100梁布置截面號,鉸接信息,截面布置角度梁號標準截鉸接截面布梁號標準截鉸接截面布面號信息置角度面號信息置角度(1)2002、標準截面特性截面號XcYcIxIyA10.100000.125000.77912E-040.54887E-040.86000E-0220.100000.150000.12072E-030.63920E-040.96000E-02截面號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恒荷載計算...節(jié)點荷載:節(jié)點號彎矩垂直力水平力0柱荷載:柱號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恒荷載標準值作用計算結(jié)果柱內(nèi)力柱號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MNVMNV126.377.2522.52-26.37-7.2522.52恒荷載作用下的節(jié)點位移(mm)節(jié)點號.X向位移Y向位移10.00.120.00.1活荷載計算...節(jié)點荷載:節(jié)點號彎矩垂直力水平力0柱荷載:柱號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活荷載標準值作用下的節(jié)點位移(mm)節(jié)點號.X向位移Y向位移10.00.020.00.0風荷載計算...左風1荷載標準值作用節(jié)點荷載:節(jié)點號水平力垂直力0柱荷載:柱號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)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)3.5(2)3.5(3)0.0(4)0.0柱內(nèi)力柱號MNVMNV119.23-15.299.5221.8215.29-5.5425.21-13.412.91-12.3913.415.54梁內(nèi)力梁號MNVMNV1-21.82-5.54-15.2912.395.54-13.41右風1荷載標準值作用節(jié)點荷載:節(jié)點號水平力垂直力0柱荷載:柱號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)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)-3.5(2)-3.5(3)0.0(4)0.0柱內(nèi)力柱號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MNVMNV1-6.22-3.85-8.1315.633.85-10.02左風2荷載標準值作用節(jié)點荷載:節(jié)點號水平力垂直力0柱荷載:柱號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)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)3.5(2)3.5(3)0.0(4)0.0柱內(nèi)力柱號MNVMNV119.72-9.3611.4013.999.36-0.9724.68-7.471.01-4.587.470.97梁內(nèi)力梁號MNVMNV1-13.99-0.97-9.364.580.97-7.47右風2荷載標準值作用節(jié)點荷載:節(jié)點號水平力垂直力0柱荷載:柱號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)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)-3.5(2)-3.5(3)0.0(4)0.0柱內(nèi)力柱號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MNVMNV11.600.73-2.197.81-0.73-4.08地震計算...左震動標準值作用計算結(jié)果地震力計算質(zhì)量集中信息:質(zhì)量集中節(jié)點號:1質(zhì)點重量:56.958水平地震標準值作用底層剪力：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)點的水平地震力(kN)：2.437節(jié)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)1.5(2)1.5(3)0.0(4)0.0***左地震各振型疊加(SRSS)水平地震作用效應輸出:節(jié)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)1.6(2)1.6(3)0.0(4)0.0柱內(nèi)力柱號MNVMNV14.06-0.581.282.910.58-1.2824.060.581.282.91-0.58-1.28梁內(nèi)力梁號MNVMNV1-2.910.00-0.58-2.910.000.58振型參與質(zhì)量系數(shù):100.00%右震動標準值作用計算結(jié)果地震力計算質(zhì)量集中信息:質(zhì)量集中節(jié)點號:2質(zhì)點重量:56.958水平地震標準值作用底層剪力：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)點的水平地震力(kN)：2.437節(jié)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)-1.5(2)-1.5(3)0.0(4)0.0***右地震各振型疊加(SRSS)水平地震作用效應輸出:節(jié)點側(cè)向（水平向）位移(mm)節(jié)點號δx節(jié)點號δx節(jié)點號δx節(jié)點號δx(1)-1.6(2)-1.6(3)0.0(4)0.0柱內(nèi)力柱號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MNVMNV12.910.000.582.910.00-0.58振型參與質(zhì)量系數(shù):100.00%荷載效應組合計算...荷載效應組合及強度、穩(wěn)定、配筋計算鋼柱1截面類型=15;布置角度=0;計算長度：Lx=6.53,Ly=5.45;長細比：λx=68.7,λy=68.2構(gòu)件長度=5.45;計算長度系數(shù):Ux=1.20Uy=1.00抗震等級:四級截面參數(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：Q235寬厚比等級:S3驗算規(guī)范:普鋼規(guī)范GB50017-2017柱下端柱上端組合號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強度計算最大應力對應組合號:24,M=-30.67,N=44.29,M=-48.90,N=-38.55強度計算最大應力(N/mm*mm)=93.97強度計算最大應力比=0.437平面內(nèi)穩(wěn)定計算最大應力(N/mm*mm)=83.42平面內(nèi)穩(wěn)定計算最大應力比=0.388平面外穩(wěn)定計算最大應力(N/mm*mm)=54.55平面外穩(wěn)定計算最大應力比=0.254腹板容許高厚比計算對應組合號:33,M=4.15,N=13.17,M=-6.74,N=-8.76對應的應力梯度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強度計算最大應力<f=215.00平面內(nèi)穩(wěn)定計算最大應力<f=215.00平面外穩(wěn)定計算最大應力<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)長細比λ=69.≤[λ]=120壓桿,平面外長細比λ=68.≤[λ]=120柱上節(jié)點強柱弱梁驗算:N/(A*f)=0.022≤0.4,可不驗算構(gòu)件重量(Kg)=367.93鋼柱2截面類型=15;布置角度=0;計算長度：Lx=6.53,Ly=5.45;長細比：λx=68.7,λy=68.2構(gòu)件長度=5.45;計算長度系數(shù):Ux=1.20Uy=1.00抗震等級:四級截面參數(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：Q235寬厚比等級:S3驗算規(guī)范:普鋼規(guī)范GB50017-2017柱下端柱上端組合號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