《鍋爐房計(jì)算書》word版

/天元興盛無(wú)紡布XXX鍋爐房鋼結(jié)構(gòu)廠房計(jì)算書計(jì)算：審核：校對(duì)：中機(jī)十院2012年3月目錄一、結(jié)構(gòu)設(shè)計(jì)計(jì)算說(shuō)明 3二、荷載標(biāo)準(zhǔn)值 3三、計(jì)算文件 3第一章鋼架計(jì)算文件 3第二章節(jié)點(diǎn)計(jì)算文件 16第三章基礎(chǔ)計(jì)算文件 21第四章抗風(fēng)柱計(jì)算 22第五章支撐計(jì)算文件 25（一）屋面支撐 25（二）柱間支撐 49第六章檁條計(jì)算文件 52（一）屋面檁條計(jì)算 52（二）墻梁計(jì)算文件 55第七章計(jì)算書附圖 61天元興盛無(wú)紡布XXX鍋爐房*********計(jì)算書*********一、結(jié)構(gòu)設(shè)計(jì)計(jì)算說(shuō)明本工程為新疆省烏魯木齊市天元興盛無(wú)紡布XXX廠區(qū)成品、材料庫(kù)，計(jì)算分析采用中國(guó)建筑科學(xué)研究院編制的結(jié)構(gòu)設(shè)計(jì)軟件PKPM-STS。二、荷載標(biāo)準(zhǔn)值1、屋面恒載：0.30kN/m2；2、屋面活載：0.8kN/m2；3、基本風(fēng)壓：0.6kN/m2；4、基本雪壓：0.8kN/m2；三、計(jì)算文件第一章鋼架計(jì)算文件工程名:mj-1************PK11.EXE*****************日期:3/17/2012時(shí)間:16:26:59設(shè)計(jì)主要依據(jù):《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2001);《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);《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程》(CECS102:2002);結(jié)果輸出總信息結(jié)構(gòu)類型:門式剛架輕型房屋鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范:按《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程》計(jì)算結(jié)構(gòu)重要性系數(shù):1.00節(jié)點(diǎn)總數(shù):6柱數(shù):3梁數(shù):2支座約束數(shù):3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: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門式剛架梁平面內(nèi)的整體穩(wěn)定性:按壓彎構(gòu)件驗(yàn)算鋼結(jié)構(gòu)受拉柱容許長(zhǎng)細(xì)比:400鋼結(jié)構(gòu)受壓柱容許長(zhǎng)細(xì)比:180鋼梁(恒+活)容許撓跨比:l/180柱頂容許水平位移/柱高:l/60地震作用計(jì)算:計(jì)算水平地震作用計(jì)算震型數(shù)：3地震烈度：8.00場(chǎng)地土類別：Ⅲ類附加重量節(jié)點(diǎn)數(shù)：0設(shè)計(jì)地震分組：第二組周期折減系數(shù):0.80地震力計(jì)算方法：振型分解法結(jié)構(gòu)阻尼比：0.045按GB50011-2010地震效應(yīng)增大系數(shù)1.000窄行輸出全部?jī)?nèi)容節(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)0.156.30(2)11.016.30(3)5.586.86(4)0.150.00(5)5.580.00(6)11.010.00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)41(2)53(3)62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)13(2)32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(5)0.00(6)0.00標(biāo)準(zhǔn)截面信息1、標(biāo)準(zhǔn)截面類型(1)16,200,200,300,6.0,8.0,8.0,5(2)16,200,200,300,6.0,8.0,8.0,5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)110(2)1390(3)110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)200(2)2002、標(biāo)準(zhǔn)截面特性截面號(hào)XcYcIxIyA10.100000.150000.79681E-040.10672E-040.49040E-0220.100000.150000.79681E-040.10672E-040.49040E-02截面號(hào)ixiyW1xW2xW1yW2y10.12747E+000.46649E-010.53121E-030.53121E-030.10672E-030.10672E-0320.12747E+000.46649E-010.53121E-030.53121E-030.10672E-030.10672E-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)21111.110.001111.110.00恒荷載標(biāo)準(zhǔn)值作用計(jì)算結(jié)果柱內(nèi)力柱號(hào)MNVMNV10.0011.47-1.76-11.08-8.561.7620.003.170.000.000.000.0030.0011.471.7611.08-8.56-1.76梁內(nèi)力梁號(hào)MNVMNV111.082.638.3411.19-1.750.182-11.191.750.18-11.08-2.638.34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1-0.70.120.70.130.07.070.00.0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)21112.950.001112.950.00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1-1.30.121.30.130.013.170.00.0風(fēng)荷載計(jì)算...左風(fēng)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)2111.160.00213.520.00311.630.000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)2111-3.250.00111-1.860.00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)42.8(2)40.7(3)41.8(4)0.0(5)0.0(6)0.0(7)0.0柱內(nèi)力柱號(hào)MNVMNV10.00-20.4010.5343.2520.40-3.2020.000.000.000.000.000.0030.00-7.376.277.207.373.98梁內(nèi)力梁號(hào)MNVMNV1-43.25-5.27-19.97-17.285.272.20217.28-4.71-3.23-7.204.71-6.92右風(fēng)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)211-1.630.0021-3.520.0031-1.160.000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)2111-1.860.00111-3.250.00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)-40.7(2)-42.8(3)-41.8(4)0.0(5)0.0(6)0.0(7)0.0柱內(nèi)力柱號(hào)MNVMNV10.00-7.37-6.27-7.207.37-3.9820.000.000.000.000.000.0030.00-20.40-10.53-43.2520.403.20梁內(nèi)力梁號(hào)MNVMNV17.20-4.72-6.92-17.284.72-3.23217.28-5.272.2043.255.27-19.97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:36.153水平地震標(biāo)準(zhǔn)值作用底層剪力：5.026底層最小地震剪力(抗震規(guī)范5.2.5條):1.157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：0.139***第1振型結(jié)構(gòu)自振周期(已乘周期折減系數(shù)，單位：秒):0.665特征向量：1.000各質(zhì)點(diǎn)的水平地震力(kN)：5.026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)23.8(2)23.8(3)23.8(4)0.0(5)0.0(6)0.0(7)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)23.8(2)23.8(3)23.8(4)0.0(5)0.0(6)0.0(7)0.0柱內(nèi)力柱號(hào)MNVMNV10.00-3.002.5115.833.00-2.5120.000.000.000.000.000.0030.003.002.5115.83-3.00-2.51梁內(nèi)力梁號(hào)MNVMNV1-15.83-1.14-2.900.001.142.9020.001.14-2.90-15.83-1.142.90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:36.153水平地震標(biāo)準(zhǔn)值作用底層剪力：5.026底層最小地震剪力(抗震規(guī)范5.2.5條):1.157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：0.139***第1振型結(jié)構(gòu)自振周期(已乘周期折減系數(shù)，單位：秒):0.665特征向量：1.000各質(zhì)點(diǎn)的水平地震力(kN)：5.026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)-23.8(2)-23.8(3)-23.8(4)0.0(5)0.0(6)0.0(7)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)-23.8(2)-23.8(3)-23.8(4)0.0(5)0.0(6)0.0(7)0.0柱內(nèi)力柱號(hào)MNVMNV10.003.00-2.51-15.83-3.002.5120.000.000.000.000.000.0030.00-3.00-2.51-15.833.002.51梁內(nèi)力梁號(hào)MNVMNV115.831.142.900.00-1.14-2.9020.00-1.142.9015.831.14-2.90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=16;布置角度=0;計(jì)算長(zhǎng)度：Lx=14.56,Ly=3.00;長(zhǎng)細(xì)比：λx=114.2,λy=64.3構(gòu)件長(zhǎng)度=6.30;計(jì)算長(zhǎng)度系數(shù):Ux=2.31Uy=0.48抗震等級(jí):三級(jí)截面參數(shù):B1=200,B2=200,H=300,Tw=6,T1=8,T2=8軸壓截面分類:X軸:b類,Y軸:c類構(gòu)件鋼號(hào)：Q235驗(yàn)算規(guī)范:門規(guī)CECS102:2002柱下端柱上端組合號(hào)MNVMNV10.00-14.8012.6347.2518.29-2.3720.00-17.0912.9849.4620.00-2.7330.003.46-10.89-23.380.04-3.4640.001.16-10.54-21.171.75-3.8250.0013.77-2.11-13.30-10.282.1160.0011.47-1.76-11.08-8.561.7670.0015.49-2.37-14.96-11.562.3780.0036.33-6.74-42.48-32.846.7490.0034.03-6.39-40.27-31.126.39100.0031.28-5.62-35.39-27.355.62110.0036.33-6.74-42.48-32.846.74120.0034.03-6.39-40.27-31.126.39130.0031.28-5.62-35.39-27.355.62140.0013.77-2.11-13.30-10.282.11150.0011.47-1.76-11.08-8.561.76160.0015.49-2.37-14.96-11.562.37170.00-3.376.7323.036.86-0.58180.00-5.667.0825.258.58-0.93190.007.58-7.38-19.35-4.09-1.23200.005.29-7.03-17.13-2.38-1.59210.0019.192.10-6.16-15.704.05220.0016.892.45-3.94-13.983.70230.0030.14-12.01-48.54-26.653.40240.0027.85-11.66-46.32-24.943.05250.0019.192.10-6.16-15.704.05260.0016.892.45-3.94-13.983.70270.0030.14-12.01-48.54-26.653.40280.0027.85-11.66-46.32-24.943.05290.00-3.376.7323.036.86-0.58300.00-5.667.0825.258.58-0.93310.007.58-7.38-19.35-4.09-1.23320.005.29-7.03-17.13-2.38-1.59330.00-14.8012.6347.2518.29-2.37340.00-17.0912.9849.4620.00-2.73350.003.46-10.89-23.380.04-3.46360.001.16-10.54-21.171.75-3.82370.001.009.3826.822.500.87380.00-1.309.7329.034.210.52390.0019.25-14.13-43.81-15.76-0.22400.0016.95-13.78-41.60-14.04-0.57410.001.009.3826.822.500.87420.00-1.309.7329.034.210.52430.0019.25-14.13-43.81-15.76-0.22440.0016.95-13.78-41.60-14.04-0.57450.00-14.8012.6347.2518.29-2.37460.00-17.0912.9849.4620.00-2.73470.003.46-10.89-23.380.04-3.46480.001.16-10.54-21.171.75-3.82490.009.871.167.28-6.38-1.16500.007.571.519.50-4.66-1.51510.0027.34-7.36-46.39-23.857.36520.0023.43-6.68-42.09-20.526.68530.0027.34-7.36-46.39-23.857.36540.0023.43-6.68-42.09-20.526.68550.009.871.167.28-6.38-1.16560.007.571.519.50-4.66-1.51考慮腹板屈曲后強(qiáng)度，強(qiáng)度計(jì)算控制組合號(hào):23,M=0.00,N=30.14,M=-48.54,N=-26.65考慮屈曲后強(qiáng)度強(qiáng)度計(jì)算應(yīng)力比=0.513抗剪強(qiáng)度計(jì)算控制組合號(hào):39,V=-14.13抗剪強(qiáng)度計(jì)算應(yīng)力比=0.066平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=104.64平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力比=0.487平面外穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=96.93平面外穩(wěn)定計(jì)算最大應(yīng)力比=0.451門規(guī)CECS102:2002腹板容許高厚比[H0/TW]=250.00翼緣容許寬厚比[B/T]=15.00考慮屈曲后強(qiáng)度強(qiáng)度計(jì)算應(yīng)力比=0.513<1.0抗剪強(qiáng)度計(jì)算應(yīng)力比=0.066<1.0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=47.33<[H0/TW]=250.00翼緣寬厚比B/T=12.12<[B/T]=15.00壓桿,平面內(nèi)長(zhǎng)細(xì)比λ=114.≤[λ]=180壓桿,平面外長(zhǎng)細(xì)比λ=64.≤[λ]=180構(gòu)件重量(Kg)=242.53鋼柱2截面類型=16;布置角度=90;計(jì)算長(zhǎng)度：Lx=6.86,Ly=3.00;長(zhǎng)細(xì)比：λx=147.0,λy=23.5構(gòu)件長(zhǎng)度=6.86;計(jì)算長(zhǎng)度系數(shù):Ux=1.00Uy=0.44抗震等級(jí):三級(jí)截面參數(shù):B1=200,B2=200,H=300,Tw=6,T1=8,T2=8軸壓截面分類:X軸:b類,Y軸:c類構(gòu)件鋼號(hào)：Q235驗(yàn)算規(guī)范:門規(guī)CECS102:2002抗風(fēng)柱類型1:僅承擔(dān)山墻風(fēng)荷載山墻風(fēng)壓力作用，柱中最大彎矩My1=-20.67山墻風(fēng)吸力作用，柱中最大彎矩My2=20.67組合號(hào)MyNV(柱底)10.004.280.002-28.933.8016.883-17.363.8010.13428.933.80-16.88517.363.80-10.13強(qiáng)度計(jì)算控制組合號(hào):2,M=-28.93,N=3.80強(qiáng)度計(jì)算應(yīng)力比=0.299平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=77.85平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力比=0.362平面外穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=55.29平面外穩(wěn)定計(jì)算最大應(yīng)力比=0.257門規(guī)CECS102:2002腹板容許高厚比[H0/TW]=250.00翼緣容許寬厚比[B/T]=15.00抗風(fēng)柱撓度風(fēng)吸力控制，撓度值v(mm)-6.1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=47.33<[H0/TW]=250.00翼緣寬厚比B/T=12.12<[B/T]=15.00壓桿,平面內(nèi)長(zhǎng)細(xì)比λ=147.≤[λ]=180壓桿,平面外長(zhǎng)細(xì)比λ=24.≤[λ]=180抗風(fēng)柱的撓度v/H=1/1118.<[v/H]=1/400抗風(fēng)柱柱頂梁的最大豎向位移:向下:20mm;向上:4mm構(gòu)件重量(Kg)=264.01鋼柱3截面類型=16;布置角度=0;計(jì)算長(zhǎng)度：Lx=14.56,Ly=3.00;長(zhǎng)細(xì)比：λx=114.2,λy=64.3構(gòu)件長(zhǎng)度=6.30;計(jì)算長(zhǎng)度系數(shù):Ux=2.31Uy=0.48抗震等級(jí):三級(jí)截面參數(shù):B1=200,B2=200,H=300,Tw=6,T1=8,T2=8軸壓截面分類:X軸:b類,Y軸:c類構(gòu)件鋼號(hào)：Q235驗(yàn)算規(guī)范:門規(guī)CECS102:2002柱下端柱上端組合號(hào)MNVMNV10.003.4610.8923.380.043.4620.001.1610.5421.171.753.8230.00-14.80-12.63-47.2518.292.3740.00-17.09-12.98-49.4620.002.7350.0036.336.7442.48-32.84-6.7460.0034.036.3940.27-31.12-6.3970.0031.285.6235.39-27.35-5.6280.0013.772.1113.30-10.28-2.1190.0011.471.7611.08-8.56-1.76100.0015.492.3714.96-11.56-2.37110.0036.336.7442.48-32.84-6.74120.0034.036.3940.27-31.12-6.39130.0031.285.6235.39-27.35-5.62140.0013.772.1113.30-10.28-2.11150.0011.471.7611.08-8.56-1.76160.0015.492.3714.96-11.56-2.37170.0030.1412.0148.54-26.65-3.40180.0027.8511.6646.32-24.94-3.05190.0019.19-2.106.16-15.70-4.05200.0016.89-2.453.94-13.98-3.70210.007.587.3819.35-4.091.23220.005.297.0317.13-2.381.59230.00-3.37-6.73-23.036.860.58240.00-5.66-7.08-25.258.580.93250.0030.1412.0148.54-26.65-3.40260.0027.8511.6646.32-24.94-3.05270.0019.19-2.106.16-15.70-4.05280.0016.89-2.453.94-13.98-3.70290.007.587.3819.35-4.091.23300.005.297.0317.13-2.381.59310.00-3.37-6.73-23.036.860.58320.00-5.66-7.08-25.258.580.93330.0019.2514.1343.81-15.760.22340.0016.9513.7841.60-14.040.57350.001.00-9.38-26.822.50-0.87360.00-1.30-9.73-29.034.21-0.52370.003.4610.8923.380.043.46380.001.1610.5421.171.753.82390.00-14.80-12.63-47.2518.292.37400.00-17.09-12.98-49.4620.002.73410.0019.2514.1343.81-15.760.22420.0016.9513.7841.60-14.040.57430.001.00-9.38-26.822.50-0.87440.00-1.30-9.73-29.034.21-0.52450.003.4610.8923.380.043.46460.001.1610.5421.171.753.82470.00-14.80-12.63-47.2518.292.37480.00-17.09-12.98-49.4620.002.73490.0027.347.3646.39-23.85-7.36500.0023.436.6842.08-20.52-6.68510.009.87-1.16-7.28-6.381.16520.007.57-1.51-9.50-4.661.51530.0027.347.3646.39-23.85-7.36540.0023.436.6842.08-20.52-6.68550.009.87-1.16-7.28-6.381.16560.007.57-1.51-9.50-4.661.51考慮腹板屈曲后強(qiáng)度，強(qiáng)度計(jì)算控制組合號(hào):17,M=0.00,N=30.14,M=48.54,N=-26.65考慮屈曲后強(qiáng)度強(qiáng)度計(jì)算應(yīng)力比=0.513抗剪強(qiáng)度計(jì)算控制組合號(hào):33,V=14.13抗剪強(qiáng)度計(jì)算應(yīng)力比=0.066平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=104.64平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)力比=0.487平面外穩(wěn)定計(jì)算最大應(yīng)力(N/mm*mm)=96.93平面外穩(wěn)定計(jì)算最大應(yīng)力比=0.451門規(guī)CECS102:2002腹板容許高厚比[H0/TW]=250.00翼緣容許寬厚比[B/T]=15.00考慮屈曲后強(qiáng)度強(qiáng)度計(jì)算應(yīng)力比=0.513<1.0抗剪強(qiáng)度計(jì)算應(yīng)力比=0.066<1.0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=47.33<[H0/TW]=250.00翼緣寬厚比B/T=12.12<[B/T]=15.00壓桿,平面內(nèi)長(zhǎng)細(xì)比λ=114.≤[λ]=180壓桿,平面外長(zhǎng)細(xì)比λ=64.≤[λ]=180構(gòu)件重量(Kg)=242.53鋼梁1截面類型=16;布置角度=0;計(jì)算長(zhǎng)度：Lx=10.92,Ly=3.00構(gòu)件長(zhǎng)度=5.46;計(jì)算長(zhǎng)度系數(shù):Ux=2.00Uy=0.55抗震等級(jí):三級(jí)截面參數(shù):B1=200,B2=200,H=300,Tw=6,T1=8,T2=8軸壓截面分類:X軸:b類,Y軸:c類構(gòu)件鋼號(hào)：Q235驗(yàn)算規(guī)范:門規(guī)CECS102:2002組合號(hào)MNVMNV1-47.25-4.23-17.95-10.765.283.302-49.46-4.76-19.62-13.005.633.27323.38-3.450.32-10.764.50-4.31421.17-3.98-1.35-13.004.85-4.34542.4810.0631.9842.90-6.710.69640.279.5430.3140.67-6.360.65735.398.3826.6435.74-5.590.57813.303.1510.0113.43-2.100.22911.082.638.3411.19-1.750.181014.963.5411.2615.11-2.360.24116.165.6415.2028.39-2.282.54123.945.1113.5326.15-1.932.511348.546.1026.1628.39-2.75-2.021446.325.5824.4926.15-2.40-2.0615-23.03-1.28-6.77-1.082.332.0716-25.25-1.80-8.44-3.322.682.031719.35-0.814.19-1.081.86-2.501817.13-1.342.53-3.322.21-2.5319-26.820.61-2.579.882.063.6320-29.030.08-4.247.642.413.602143.811.3915.709.881.28-3.982241.600.8614.037.641.63-4.0123-47.25-4.23-17.95-10.765.283.3024-49.46-4.76-19.62-13.005.633.272523.38-3.450.32-10.764.50-4.312621.17-3.98-1.35-13.004.85-4.342746.397.5923.1926.06-2.594.192842.096.5819.9621.72-1.914.122933.884.6313.7813.43-3.58-3.553031.664.1112.1111.19-3.23-3.593142.4810.0631.9842.90-6.710.693240.279.5430.3140.67-6.360.653335.398.3826.6435.74-5.590.573413.303.1510.0113.43-2.100.223511.082.638.3411.19-1.750.183614.963.5411.2615.11-2.360.24376.165.6415.2028.39-2.282.54383.945.1113.5326.15-1.932.513948