拌合樓計(jì)算書項(xiàng)目編號:No.2項(xiàng)目名稱:雙HZS120型拌合站項(xiàng)目日期:2020-03-30—.設(shè)計(jì)依據(jù) 二.計(jì)算軟件信息 三.結(jié)構(gòu)計(jì)算簡圖 四.結(jié)構(gòu)計(jì)算信息 五.結(jié)構(gòu)基本信息 六.荷載與效應(yīng)組合 .各エ況荷載表 .荷載效應(yīng)組合表......地震計(jì)算信息 1,左地震 2?右地震 .內(nèi)力計(jì)算結(jié)果 .單エ況內(nèi)力 .節(jié)點(diǎn)位移 十.構(gòu)件設(shè)計(jì)結(jié)果匯總.......十一.構(gòu)件設(shè)計(jì)結(jié)果 十二.荷載與計(jì)算結(jié)果簡圖.結(jié)構(gòu)簡圖 .荷載簡圖 .應(yīng)カ比圖 .內(nèi)力圖 .位移圖 61撓度圖 一.設(shè)計(jì)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);《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB51022-2015);《建筑結(jié)構(gòu)可靠性設(shè)計(jì)統(tǒng)ー標(biāo)準(zhǔn)》(GB50068-2018)二.計(jì)算軟件信息本工程計(jì)算軟件為PKPM鋼結(jié)構(gòu)設(shè)計(jì)軟件10版V5.1.1。計(jì)算日期為2020年3月30日22時(shí)18分44秒。三.結(jié)構(gòu)計(jì)算簡圖,I圖1-1結(jié)構(gòu)簡圖四.結(jié)構(gòu)計(jì)算信息結(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)范》(GB51022-2015)計(jì)算TOC\o"1-5"\h\z結(jié)構(gòu)重要性系數(shù)：1.00節(jié)點(diǎn)總數(shù)： 9柱數(shù)： 2梁數(shù)： 6支座約束數(shù):2標(biāo)準(zhǔn)截面總數(shù):7活荷載計(jì)算信息：1組相容活荷,4組互斥活荷載相容活荷考慮不利布置第1組互斥活荷考慮不利布置第2組互斥活荷考慮不利布置第3組互斥活荷考慮不利布置第4組互斥活荷考慮不利布置風(fēng)荷載計(jì)算信息：計(jì)算風(fēng)荷載鋼材：Q345(Q355)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)算程序自動(dòng)確定允許的長細(xì)比鋼梁(恒+活)容許撓跨比：1/180柱頂容許水平位移/柱高：1/60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):0.40水平地震影響系數(shù)最大值amax:0.12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:7.50場地土類別：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:0.050按GB50011-2010地震效應(yīng)增大系數(shù):1.050防火設(shè)計(jì)計(jì)算信息：考慮防火設(shè)計(jì)

建筑耐火等級:二級五.結(jié)構(gòu)基本信息節(jié)點(diǎn)坐標(biāo)節(jié)點(diǎn)號XY節(jié)點(diǎn)號XY10.0020.00242.0020.0037.0020.70435.0020.70514.0021.40628.0021.40721.0022.1080.000.00942.000.00柱關(guān)聯(lián)號柱號節(jié)點(diǎn)I節(jié)點(diǎn)n柱號節(jié)點(diǎn)I節(jié)點(diǎn)n181292梁關(guān)聯(lián)號梁號節(jié)點(diǎn)I節(jié)點(diǎn)n梁號節(jié)點(diǎn)I節(jié)點(diǎn)n1I3235342457564676柱節(jié)點(diǎn)偏心（m）節(jié)點(diǎn)號柱偏心值節(jié)點(diǎn)號柱偏心值節(jié)點(diǎn)號柱偏心值10.00020.00030.00040.00050.00060.00070.00080.00090.000標(biāo)準(zhǔn)截面信息截面號截面信息1H形變截面:(H1~H2)*B1*B2*Tw*T1*T2=(80〇?1500)*250*250*12*14*142H形變截面:(H1?H2)*B1*B2*Tw*T1*T2=(1500-1100)*230*230*8*12*123H形變截面:(H1~H2)*Bl*B2*Tw*T1*T2=(1100-1000)*230*230*8*10*104焊接組合H形截面:H*Bl*B2*Tw*Tl*T2=1000*230*230*8*10*105焊接組合H形截面:

截面號截面信息H*Bl*B2*Tw*Tl*T2=1000*230*230*8*10*106H形變截面:(H1~H2)*Bl*B2*Tw*T1*T2=(1100-1500)*230*230*8*12*127H形變截面:(H1~H2)*Bl*B2*Tw*T1*T2=(1000-1100)*230*230*8*10*10柱布置截面號,約束信息,截面布置角度柱號標(biāo)準(zhǔn)截面號約束信息截面布置角度11I端絞接02II端絞接0梁布置截面號,約束信息梁號標(biāo)準(zhǔn)截面號約束信息12兩端剛接23兩端剛接36兩端剛接44兩端剛接57兩端剛接65兩端剛接截面特性截面じXc(mm)Yc(mm)lx(cm4)ly(cm4)A(cm2)1125.0575.0367095.13662.0204.62115.0650.0367444.52438.8157.33115.0525.0197236.32032.2128.44115.0500.0175461.52032.0124.45115.0500.0175461.52032.0124.46115.0650.0367444.52438.8157.37115.0525.0197236.32032.2128.4截面特性截面號ix(cm)iy(cm)Wlx(cm3)W2x(cm3)Wly(cm3)W2y(cm3)142.44.26384.36384.3293.0293.0248.33.95653.05653.0212.1212.1339.24.03756.93756.9176.7176.7

截面號ix(cm)iy(cm)Wlx(cm3)W2x(cm3)Wly(cm3)W2y(cm3)437.64.03509.23509.2176.7176.7537.64.03509.23509.2176.7176.7648.33.95653.05653.0212.1212.1739.24.03756.93756.9176.7176.7防火材料信息序號名稱熱傳導(dǎo)系數(shù)(W/(m*℃))密度(kg/mA3)比熱(J/(kg*℃)類型1防火涂料10.100680.001000.00膨脹六.荷載與效應(yīng)組合.各工況荷載表節(jié)點(diǎn)荷載ェ況節(jié)點(diǎn)號彎矩垂直カ水平カ--———柱荷載ェ況柱號荷載類型荷載值荷載參數(shù)1荷載參數(shù)2左風(fēng)1110.700.000.00211.460.000.00右風(fēng)111-1.460.000.0021-0.700.000.00左風(fēng)2111.800.000.00210.370.000.00右風(fēng)211-0.370.000.0021-1.800.000.00梁荷載ェ況連續(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恒荷載1112.250.000.000.001112.250.000.000.001112.250.000.000.001112.250.000.000.00

ェ況連續(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)21112.250.000.000.001112.250.000.000.00第1組互斥活荷載1113.750.000.000.001113.750.000.000.001113.750.000.000.001113.750.000.000.001113.750.000.000.001113.750.000.000.00第2組互斥活荷載1113.000.000.000.001113.000.000.000.001113.000.000.000.001113.000.000.000.001113.000.000.000.001113.000.000.000.00第3組互斥活荷載1112.250.000.000.001112.250.000.000.001113.750.000.000.001112.250.000.000.001113.750.000.000.001113.750.000.000.00第4組互斥活荷載1113.750.000.000.001113.750.000.000.001112.250.000.000.001113.750.000.000.001112.250.000.000.001112.250.000.000.00左風(fēng)1111-2.690.000.000.00111-2.710.000.000.00111-1.700.000.000.00111-2.730.000.000.00111-1.720.000.000.00111-1.730.000.000.00右風(fēng)1111-1.700.000.000.00111-1.720.000.000.00111-2.690.000.000.00

ェ況連續(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)2111-1.730.000.000.00111-2.710.000.000.00111-2.730.000.000.00左風(fēng)2111-1.580.000.000.00111-1.590.000.000.00111-0.590.000.000.00111-1.600.000.000.00111-0.590.000.000.00111-0.600.000.000.00右風(fēng)2111-0.590.000.000.00111-0.590.000.000.00111-1.580.000.000.00111-0.600.000.000.00111-1.590.000.000.00111-1.600.000.000.00.荷載效應(yīng)組合表(1)柱內(nèi)力的組合值柱內(nèi)力的組合(1)1.3tl+1.5活1(2)1.3恒+1.5活2(3)1.3恒+1.5活3(4)1.3恒+1.5活4(5)1.0恒+1.5活1(6)1.0恒+1.5活2(7)1.0恒+1.5活3(8)1.0恒+1.5活4(9)1.3恒+1.5左風(fēng)1(10)1.3恒+1.5右風(fēng)1(11)1.3恒+1.5左風(fēng)2(12)1.3恒+1.5右風(fēng)2(13)1.0恒+1.5左風(fēng)1(14)1.0恒+1.5右風(fēng)!(15)1.0恒+1.5左風(fēng)2(16)1.0恒+1.5右風(fēng)2(17)1.3恒+1.5活1+0.9左風(fēng)1(18)1.3恒+1.5活1+0.9右風(fēng)1(19)1.3恒+1.5活1+0.9左風(fēng)2(20)1.3恒+1.5活1+0.9右風(fēng)2(21)1.3恒+1.5活2+0.9左風(fēng)1(22)1.3恒+1.5活2+0.9右風(fēng)1(23)1.3恒+1.5活2+0.9左風(fēng)2(24)1.3恒+1.5活2+0.9右風(fēng)2(25)1.3恒+1.5活3+0.9左風(fēng)1(26)1.3恒+1.5活3+0.9右風(fēng)!(27)1.3恒+1.5活3+0.9左風(fēng)2(28)1.3恒+1.5活3+0.9右風(fēng)2(29)1.3恒+1.5活4+0.9左風(fēng)1(30)1.3恒+1.5活4+0.9右風(fēng)1

柱內(nèi)力的組合(31)1.3恒+1.5活4+0.9左風(fēng)2(32)1.3恒+1.5活4+0.9右風(fēng)2(33)1.0恒+1.5活1+0.9左風(fēng)1(34)1.0恒+1.5活1+0.9右風(fēng)1(35)1.0恒+1.5活1+0.9左風(fēng)2(36)1.0恒+1.5活1+0.9右風(fēng)2(37)1.0恒+1.5活2+0.9左風(fēng)1(38)1.0恒+1.5活2+0.9右風(fēng)1(39)1.0恒+1.5活2+0.9左風(fēng)2(40)1.0恒+1.5活2+0.9右風(fēng)2(41)1.0恒+1.5活3+0.9左風(fēng)1(42)1.0恒+1.5活3+0.9右風(fēng)1(43)1.0恒+1.5活3+0.9左風(fēng)2(44)1.0恒+1.5活3+0.9右風(fēng)2(45)1.0恒+1.5活4+0.9左風(fēng)1(46)1.0恒+1.5活4+0.9右風(fēng)1(47)1.0恒+1.5活4+0.9左風(fēng)2(48)1.0恒+1.5活4+0.9右風(fēng)2(49)1.3恒+1.05活1+1.5左風(fēng)1(50)1.3恒+1.05活1+1.5右風(fēng)1(51)1.3恒+1.05活1+1.5左風(fēng)2(52)1.3恒+1.05活1+1.5右風(fēng)2(53)1.3恒+1.05活2+1.5左風(fēng)1(54)1.3恒+1.05活2+1.5右風(fēng)!(55)1.3恒+1.05活2+1.5左風(fēng)2(56)1.3恒+1.05活2+1.5右風(fēng)2(57)1.3恒+1.05活3+1.5左風(fēng)1(58)1.3恒+1.05活3+1.5右風(fēng)1(59)1.3恒+1.05活3+1.5左風(fēng)2(60)1.3恒+1.05活3+1.5右風(fēng)2(61)1.3恒+1.05活4+1.5左風(fēng)1(62)1.3恒+1.05活4+1.5右風(fēng)!(63)1.3恒+1.05活4+1.5左風(fēng)2(64)1.3恒+1.05活4+1.5右風(fēng)2(65)1.0恒+1.05活1+1.5左風(fēng)1(66)1.0恒+1.05活1+1.5右風(fēng)1(67)1.0恒+1.05活1+1.5左風(fēng)2(68)1.0恒+1.05活1+1.5右風(fēng)2(69)1.0恒+1.05活2+1.5左風(fēng)1(70)1.0恒+1.05活2+1.5右風(fēng)!(71)1.0恒+1.05活2+1.5左風(fēng)2(72)1.0恒+1.05活2+1.5右風(fēng)2(73)1.0恒+1.05活3+1.5左風(fēng)1(74)1.0恒+1.05活3+1.5右風(fēng)1(75)1.0恒+1.05活3+1.5左風(fēng)2(76)1.0恒+1.05活3+1.5右風(fēng)2(77)1.0恒+1.05活4+1.5左風(fēng)1(78)1.0恒+1.05活4+1.5右風(fēng)1(79)1.0恒+1.05活4+1.5左風(fēng)2(80)1.0恒+1.05活4+1.5右風(fēng)2(81)1.2恒+0.6活1+1.3左地震(82)1.2恒+0.6活1+1.3右地震(83)1.2恒+0.6活2+1.3左地震(84)1.2恒+0.6活2+1.3右地震(85)1.2恒+0.6活3+1.3左地震(86)1.2恒+0.6活3+1.3右地震(87)1.2恒+0.6活4+1.3左地震(88)1.2恒+0.6活4+1.3右地震(89)1.0恒+0.5活1+1.3左地震(90)1.0恒+0.5活1+1.3右地震(91)1.0恒+0.5活2+1.3左地震(92)1.0恒+0.5活2+1.3右地震(93)1.0恒+0.5活3+1.3左地震(94)1.0恒+0.5活3+1.3右地震(95)1.0恒+0.5活4+1.3左地震(96)1.0恒+0.5活4+1.3右地震(2)梁內(nèi)力的組合值梁內(nèi)力組合

梁內(nèi)力組合(1)1.3tl+1.5活1(2)1.3恒+1.5活2(3)1.3恒+1.5活3(4)1.3恒+1.5活4(5)1.0恒+1.5活1(6)1.0恒+1.5活2(7)1.0恒+1.5活3(8)1.0恒+1.5活4(9)1.3恒+1.5左風(fēng)1(10)1.3恒+1.5右風(fēng)!(11)1.3恒+1.5左風(fēng)2(12)1.3恒+1.5右風(fēng)2(13)1.0恒+1.5左風(fēng)1(14)1.0恒+1.5右風(fēng)!(15)1.0恒+1.5左風(fēng)2(16)1.0恒+1.5右風(fēng)2(17)1.3恒+1.5活1+0.9左風(fēng)1(18)1.3恒+1.5活1+0.9右風(fēng)1(19)1.3恒+1.5活1+0.9左風(fēng)2(20)1.3恒+1.5活1+0.9右風(fēng)2(21)1.3恒+1.5活2+0.9左風(fēng)1(22)1.3恒+1.5活2+0.9右風(fēng)1(23)1.3恒+1.5活2+0.9左風(fēng)2(24)1.3恒+1.5活2+0.9右風(fēng)2(25)1.3恒+1.5活3+0.9左風(fēng)1(26)1.3恒+1.5活3+0.9右風(fēng)!(27)1.3恒+1.5活3+0.9左風(fēng)2(28)1.3恒+1.5活3+0.9右風(fēng)2(29)1.3恒+1.5活4+0.9左風(fēng)1(30)1.3恒+1.5活4+0.9右風(fēng)!(31)1.3恒+1.5活4+0.9左風(fēng)2(32)1.3恒+1.5活4+0.9右風(fēng)2(33)1.0恒+1.5活1+0.9左風(fēng)1(34)1.0恒+1.5活1+0.9右風(fēng)1(35)1.0恒+1.5活1+0.9左風(fēng)2(36)1.0恒+1.5活1+0.9右風(fēng)2(37)1.0恒+1.5活2+0.9左風(fēng)1(38)1.0恒+1.5活2+0.9右風(fēng)1(39)1.0恒+1.5活2+0.9左風(fēng)2(40)1.0恒+1.5活2+0.9右風(fēng)2(41)1.0恒+1.5活3+0.9左風(fēng)1(42)1.0恒+1.5活3+0.9右風(fēng)1(43)1.0恒+1.5活3+0.9左風(fēng)2(44)1.0恒+1.5活3+0.9右風(fēng)2(45)1.0恒+1.5活4+0.9左風(fēng)1(46)1.0恒+1.5活4+0.9右風(fēng)1(47)1.0恒+1.5活4+0.9左風(fēng)2(48)1.0恒+1.5活4+0.9右風(fēng)2(49)1.3恒+1.05活1+1.5左風(fēng)1(50)1.3恒+1.05活1+1.5右風(fēng)!(51)1.3恒+1.05活1+1.5左風(fēng)2(52)1.3恒+1.05活1+1.5右風(fēng)2(53)1.3恒+1.05活2+1.5左風(fēng)1(54)1.3恒+1.05活2+1.5右風(fēng)!(55)1.3恒+1.05活2+1.5左風(fēng)2(56)1.3恒+1.05活2+1.5右風(fēng)2(57)1.3恒+1.05活3+1.5左風(fēng)1(58)1.3恒+1.05活3+1.5右風(fēng)1(59)1.3恒+1.05活3+1.5左風(fēng)2(60)1.3恒+1.05活3+1.5右風(fēng)2(61)1.3恒+1.05活4+1.5左風(fēng)1(62)1.3恒+1.05活4+1.5右風(fēng)!(63)1.3恒+1.05活4+1.5左風(fēng)2(64)1.3恒+1.05活4+1.5右風(fēng)2(65)1.0恒+1.05活1+1.5左風(fēng)1(66)1.0恒+1.05活1+1.5右風(fēng)1(67)1.0恒+1.05活1+1.5左風(fēng)2(68)1.0恒+1.05活1+1.5右風(fēng)2(69)1.0恒+1.05活2+1.5左風(fēng)1(70)1.0恒+1.05活2+1.5右風(fēng)!(71)1.0恒+1.05活2+1.5左風(fēng)2(72)1.0恒+1.05活2+1.5右風(fēng)2

梁內(nèi)力組合(73)1.0恒+1.05活3+1.5左風(fēng)1(74)1.0恒+1.05活3+1.5右風(fēng)1(75)1.0恒+1.05活3+1.5左風(fēng)2(76)1.0恒+1.05活3+1.5右風(fēng)2(77)1.0恒+1.05活4+1.5左風(fēng)1(78)1.0恒+1.05活4+1.5右風(fēng)!(79)1.0恒+1.05活4+1.5左風(fēng)2(80)1.0恒+1.05活4+1.5右風(fēng)2(81)1.2恒+0.6活!+1.3左地震(82)1.2恒+0.6活1+1.3右地震(83)1.2恒+0.6活2+1.3左地震(84)1.2恒+0.6活2+1.3右地震(85)1.2恒+0.6活3+1.3左地震(86)1.2恒+0.6活3+1.3右地震(87)1.2恒+0.6活4+1.3左地震(88)1.2恒+0.6活4+1.3右地震(89)1.0恒+0.5活1+1.3左地震(90)1.0恒+0.5活1+1.3右地震(91)1.0恒+0.5活2+1.3左地震(92)1.0恒+0.5活2+1.3右地震(93)1.0恒+0.5活3+1.3左地震(94)1.0恒+0.5活3+1.3右地震(95)1.0恒+0.5活4+1.3左地震(96)1.0恒+0.5活4+1.3右地震(3)柱偶然組合值柱偶然組合(1)1.0ti+o.5活1(2)1.0恒+0.5活2(3)1.0恒+0.5活3(4)1.0恒+0.5活4(5)0.9tl+0.5活1(6)0.9tl+0.5活2(7)0.9tl+0.5活3(8)0.9tl+0.5活4(9)1.0恒+0.4左風(fēng)1(10)1.0恒+0.4右風(fēng)1(11)1.0恒+0.4左風(fēng)2(12)1.0恒+0.4右風(fēng)2(13)0.9恒+0.4左風(fēng)1(14)0.9恒+0.4右風(fēng)1(15)0.9恒+0.4左風(fēng)2(16)0.9恒+0.4右風(fēng)2(4)梁偶然組合值梁偶然組合(1)1.0tl+0.5活1(2)1.0恒+0.5活2(3)1.0恒+0.5活3(4)1.0恒+0.5活4(5)0.9tl+0.5活1(6)0.9恒+0.5活2(7)0.9tl+0.5活3(8)0.9tl+0.5活4(9)1.0恒+0.4左風(fēng)1(10)1.0恒+0.4右風(fēng)!(11)1.0恒+0.4左風(fēng)2(12)1.0恒+0.4右風(fēng)2(13)0.9恒+0.4左風(fēng)1(14)0.9恒+0.4右風(fēng)1(15)0.9恒+0.4左風(fēng)2(16)0.9恒+0.4右風(fēng)2七.地震計(jì)算信息

.左地震地震カ計(jì)算質(zhì)量集中信息質(zhì)量集中節(jié)點(diǎn)號質(zhì)量重量（KN）1187.877水平地震標(biāo)準(zhǔn)值作用底層剪カ: 7.665底層最小地震剪力（抗震規(guī)范5.2.5條）:4.509TOC\o"1-5"\h\z各質(zhì)點(diǎn)地震カ調(diào)整系數(shù): 1.000地震カ調(diào)整后剪重比: 0.041周期（已乘折減系數(shù)）振型號周期⑸11.326TOC\o"1-5"\h\z.右地震地震カ計(jì)算質(zhì)量集中信息質(zhì)量集中節(jié)點(diǎn)號質(zhì)量重量（KN）2187.877水平地震標(biāo)準(zhǔn)值作用底層剪カ： 7.665底層最小地震剪力（抗震規(guī)范5.2.5條）:4.509TOC\o"1-5"\h\z各質(zhì)點(diǎn)地震カ調(diào)整系數(shù)： 1.000地震カ調(diào)整后剪重比: 0.041周期（已乘折減系數(shù)）振型號周期（s）11.326ハ.內(nèi)力計(jì)算結(jié)果1.單エ況內(nèi)力柱內(nèi)力ェ況單元!端N(kN)!端V(kN)!端M(kN.m)I!端N(kN)I!端V(kN)I!端M(kN.m)恒荷載1113.2-24.40.0-74.724.4-488.9

ェ況單元!端N(kN)!端V(kN)!端M(kN.m)I!端N(kN)I!端V(kN)II端M(kN.m)2113.224.40.0-74.7-24.4488.9左風(fēng)11-61.032.10.061.0-18.1502.62-32.09.00.032.020.2-112.3右風(fēng)11-32.0-9.00.032.0-20.2112.32-61.0-32.10.061.018.1-502.6左風(fēng)21-37.435.50.037.40.5349.82-8.55.70.08.51.640.5右風(fēng)21-8.5-5.70.08.5-1.6-40.52-37.4-35.50.037.4-0.5-349.8左地震1-4.04.0-0.04.0-4.080.524.04.0-0.0-4.0-4.080.5右地震14.0-4.0-0.0-4.04.0-80.52-4.0-4.0-0.04.04.0-80.5梁內(nèi)力工況號單元號!端N(kN)!端V(kN)!端M(kN.m)I!端N(kN)I!端V(kN)I!端M(kN.m)恒荷載131.871.9488.9-29.1-45.7-75.2229.145.775.2-26.7-21.5161.4329.1-45.775.2-31.871.9-488.9426.721.5-161.4-24.32.4228.5526.7-21.5-161.4-29.145.7-75.2624.32.4-228.5-26.721.5161.4左風(fēng)11-24.1-58.9-502.624.139.9155.22-24.1-39.9-155.224.120.8-58.53-23.317.955.723.3-29.9112.34-24.1-20.858.524.11.6-137.35-23.35.8139.123.3-17.9-55.76-23.3-6.3137.323.3-5.8-139.1右風(fēng)11-23.3-29.9-112.323.317.9-55.72-23.3-17.955.723.35.8-139.13-24.139.9-155.224.1-58.9502.64-23.3-5.8139.123.3-6.3-137.35-24.120.858.524.1-39.9155.26-24.11.6137.324.1-20.8-58.5左風(fēng)21-3.3-37.2-349.83.326.1126.9

工況號單元號!端N(kN)!端V(kN)!端M(kN.m)I!端N(kN)I!端V(kN)I!端M(kN.m)2-3.3-26.1-126.93.315.0-17.73-2.54.184.02.5-8.3-40.54-3.3-15.017.73.33.7-83.25-2.5-0.098.32.5-4.1-84.06-2.5-4.283.22.50.0-98.3右風(fēng)21-2.5-8.340.52.54.1-84.02-2.5-4.184.02.5-0.0-98.33-3.226.1-126.93.2-37.2349.84-2.50.098.32.5-4.2-83.25-3.315.017.73.3-26.1126.96-3.33.783.23.3-15.0-17.7左地震1-3.3-3.7-80.53.33.754.52-2.1-3.8-54.52.13.827.633.3-3.754.5-3.33.7-80.54-1.0-3.9-27.61.03.9-0.052.1-3.827.6-2.13.8-54.561.0-3.90.0-1.03.9-27.6右地震13.33.780.5-3.3-3.7-54.522.13.854.5-2.1-3.8-27.63-3.33.7-54.53.3-3.780.541.03.927.6-1.0-3.90.05-2.13.8-27.62.1-3.854.56-1.03.9-0.01.0-3.927.6九.節(jié)點(diǎn)位移恒荷載エ況下節(jié)點(diǎn)位移（mm）節(jié)點(diǎn)號X向位移Y向位移1-7.680.4527.680.453-4.8329.5744.8329.575-1.4364.3261.4364.327-0.0079.33

活荷載エ況下節(jié)點(diǎn)位移（mm）節(jié)點(diǎn)號X向位移Y向位移1-8.320.3828.320.383-5.2532.2745.2432.275-1.5669.5261.5669.527-0.0085.84節(jié)點(diǎn)側(cè)向（水平向）位移（mm）ェ況節(jié)點(diǎn)8x節(jié)點(diǎn)8x左風(fēng)1175.90266.74375.04469.25572.85671.16771.3380.0090.00右風(fēng)11-66.742-75.903-69.254-75.045-71.166-72.857-71.3380.0090.00左風(fēng)2174.20268.44373.93470.36572.54671.48771.3380.0090.00右風(fēng)21-68.442-74.203-70.364-73.935-71.486-72.547-71.3380.0090.00左地震129.39229.39329.85429.85529.81629.81729.4180.0090.00ェ況節(jié)點(diǎn)8x節(jié)點(diǎn)8x右地震1-29.392-29.393-29.854-29.855-29.816-29.817-29.4180.0090.00十.構(gòu)件設(shè)計(jì)結(jié)果匯總鋼柱驗(yàn)算結(jié)果柱號應(yīng)カ比剪應(yīng)カ比平面內(nèi)穩(wěn)定平面外穩(wěn)定腹板高厚比翼緣寬厚比平面內(nèi)長細(xì)比平面外長細(xì)比質(zhì)量(kg)狀態(tài)10.620.080.620.9993.508.50118.35129.673212.8通過20.620.080.620.9993.508.50118.35129.673212.8通過鋼梁驗(yàn)算結(jié)果梁號應(yīng)カ比剪應(yīng)カ比平面內(nèi)（上端）穩(wěn)定平面外（下端）穩(wěn)定腹板高厚比翼緣寬厚比質(zhì)量（kg）狀態(tài)I0.990.690.840.87159.509.25868.6通過20.560.270.480.50128.7511.10709.1通過30.990.690.840.87159.509.25868.6通過40.770.110.720.79122.5011.10687.0通過50.560.270.480.50128.7511.10709.1通過60.770.110.720.79122.5011.10687.0通過トー.構(gòu)件設(shè)計(jì)結(jié)果1、鋼柱1設(shè)計(jì)結(jié)果截面類型=27;布置角度=0;計(jì)算長度:Lx=63.29,Ly=5.00;長細(xì)比:入x=118.4,人y=129.7構(gòu)件長度=20.00;計(jì)算長度系數(shù):Ux=3.16Uy=0.25抗震等級:三級變截面H形截面H:B1=250,B2=250,H1=800,H2=1500T1=12T2=14T3=14軸壓截面分類:X軸:b類,Y軸:c類

構(gòu)件鋼號:Q345(Q355)寬厚比等級:S3驗(yàn)算規(guī)范:門規(guī)GB51022-2015構(gòu)件耐火等級:二級;構(gòu)件設(shè)計(jì)最小耐火時(shí)間:2.50小時(shí)是否耐火鋼:否;采用防火材料:防火涂料1(1);形狀系數(shù):160.192307(1/m)!端I!端組合MNVMNV10.00147.18-31.78-635.52-97.0631.7820.00265.89-71.30-1425.99-215.7771.3030.00265.89-71.30-1425.99-215.7771.3040.00147.18-31.78-635.52-97.0631.7850.00113.22-24.44-488.86-74.6624.4460.00231.93-63.97-1279.34-193.3863.9770.00231.93-63.97-1279.34-193.3863.9780.00113.22-24.44-488.86-74.6624.4490.0055.7416.42118.42-5.624.58100.0099.13-45.27-467.02-49.011.43110.0091.1121.40-110.76-40.9932.48120.00134.49-40.29-696.20-84.3729.33130.0021.7823.76265.0816.78-2.75140.0065.16-37.94-320.37-26.61-5.90150.0057.1428.7435.90-18.5925.15160.00100.53-32.96-549.54-61.9722.00170.0092.32-2.86-183.15-42.2015.46180.00118.35-39.87-534.42-68.2313.57190.00113.540.13-320.66-63.4232.20200.00139.57-36.88-671.93-89.4530.31210.00211.03-42.38-973.63-160.9154.98220.00237.06-79.40-1324.90-186.9453.09230.00232.25-39.39-1111.14-182.1371.72240.00258.28-76.41-1462.41-208.1669.83250.00211.03-42.38-973.63-160.9154.98260.00237.06-79.40-1324.90-186.9453.09270.00232.25-39.39-1111.14-182.1371.72280.00258.28-76.41-1462.41-208.1669.83

290.0092.32-2.86-183.15-42.2015.46300.00118.35-39.87-534.42-68.2313.57310.00113.540.13-320.66-63.4232.20320.00139.57-36.88-671.93-89.4530.31330.0058.354.48-36.49-19.808.13340.0084.38-32.54-387.76-45.836.24350.0079.577.46-174.00-41.0224.87360.00105.60-29.55-525.27-67.0522.98370.00177.07-35.05-826.97-138.5147.65380.00203.10-72.06-1178.24-164.5445.76390.00198.29-32.06-964.48-159.7364.39400.00224.32-69.08-1315.75-185.7662.50410.00177.07-35.05-826.97-138.5147.65420.00203.10-72.06-1178.24-164.5445.76430.00198.29-32.06-964.48-159.7364.39440.00224.32-69.08-1315.75-185.7662.50450.0058.354.48-36.49-19.808.13460.0084.38-32.54-387.76-45.836.24470.0079.577.46-174.00-41.0224.87480.00105.60-29.55-525.27-67.0522.98490.0055.7416.42118.42-5.624.58500.0099.13-45.27-467.02-49.011.43510.0091.1121.40-110.76-40.9932.48520.00134.49-40.29-696.20-84.3729.33530.00138.84-11.24-434.91-88.7232.25540.00182.23-72.94-1020.36-132.1129.10550.00174.21-6.26-664.09-124.0960.15560.00217.59-67.96-1249.54-167.4757.00570.00138.84-11.24-434.91-88.7232.25580.00182.23-72.94-1020.36-132.1129.10590.00174.21-6.26-664.09-124.0960.15600.00217.59-67.96-1249.54-167.4757.00610.0055.7416.42118.42-5.624.58620.0099.13-45.27-467.02-49.011.43630.0091.1121.40-110.76-40.9932.48640.00134.49-40.29-696.20-84.3729.33650.0021.7823.76265.0816.78-2.75660.0065.16-37.94-320.37-26.61-5.90670.0057.1428.7435.90-18.5925.15680.00100.53-32.96-549.54-61.9722.00690.00104.88-3.91-288.25-66.3224.92700.00148.26-65.60-873.70-109.7121.77710.00140.241.07-517.43-101.6952.81720.00183.63-60.62-1102.88-145.0749.66730.00104.88-3.91-288.25-66.3224.92740.00148.26-65.60-873.70-109.7121.77750.00140.241.07-517.43-101.6952.81760.00183.63-60.62-1102.88-145.0749.66770.0021.7823.76265.0816.78-2.75780.0065.16-37.94-320.37-26.61-5.90790.0057.1428.7435.90-18.5925.15800.00100.53-32.96-549.54-61.9722.00810.00130.65-24.10-482.02-84.3924.10820.00141.06-34.56-691.24-94.8034.56830.00178.14-39.91-798.21-131.8739.91840.00188.55-50.37-1007.43-142.2950.37850.00178.14-39.91-798.21-131.8739.91860.00188.55-50.37-1007.43-142.2950.37870.00130.65-24.10-482.02-84.3924.10880.00141.06-34.56-691.24-94.8034.56890.00108.01-19.21-384.24-69.4619.21900.00118.42-29.67-593.47-79.8729.67910.00147.58-32.39-647.74-109.0332.39920.00157.99-42.85-856.96-119.4442.85930.00147.58-32.39-647.74-109.0332.39940.00157.99-42.85-856.96-119.4442.85950.00108.01-19.21-384.24-69.4619.21960.00118.42-29.67-593.47-79.8729.67強(qiáng)度計(jì)算控制組合號:24,M=0.00,N=258.28,M=-1462.41,N=-208.16強(qiáng)度計(jì)算應(yīng)カ比=0.617抗剪強(qiáng)度計(jì)算控制組合號:22,V=-79.40抗剪強(qiáng)度計(jì)算應(yīng)カ比=0.078平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ對應(yīng)組合號:24,M=0.00,N=258.28,M=-1462.41,N=-208.16平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ(N/mm*mm)=190.55平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ比=0.625平面外穩(wěn)定計(jì)算最大應(yīng)カ比=0.994門規(guī)GB51022-2015腹板容許高厚比［H0/TW］=250.00翼緣容許寬厚比［B/T］=12.38強(qiáng)度計(jì)算應(yīng)カ比=0.617<1.0抗剪強(qiáng)度計(jì)算應(yīng)カ比=0.078<1.0平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ<f=305.00平面外穩(wěn)定計(jì)算最大應(yīng)カ比<1.0腹板高厚比H0/TW=93.50<［H0fTWl=250.00翼緣寬厚比B/T=8.50<［B/T］=12.38壓桿,平面內(nèi)長細(xì)比入=118.W［入］=180壓桿,平面外長細(xì)比入=13〇.W［入］=180鋼構(gòu)件防火設(shè)計(jì)結(jié)果:偶然組合\柱下端柱上端組合MNVMNV10.00113.22-24.44-488.86-74.6624.4420.00152.79-37.62-752.35-114.2337.6230.00152.79-37.62-752.35-114.2337.6240.00113.22-24.44-488.86-74.6624.4450.00101.89-22.00-439.97-67.2022.0060.00141.47-35.17-703.46-106.7735.1770.00141.47-35.17-703.46-106.7735.1780.00101.89-22.00-439.97-67.2022.0090.0088.83-11.59-287.81-50.2817.19100.00100.40-28.04-443.93-61.8516.35110.0098.26-10.26-348.92-59.7124.63120.00109.83-26.71-505.04-71.2823.79130.0077.51-9.15-238.92-42.8114.75140.0089.08-25.60-395.04-54.3813.91150.0086.94-7.82-300.04-52.2422.19160.0098.51-24.27-456.16-63.8121.35防火設(shè)計(jì)控制的偶然組合號:2,M=0.00,N=152.79,M=-752.35,N=-114.23強(qiáng)度計(jì)算荷載比=0.31平面內(nèi)穩(wěn)定計(jì)算荷載比=0.32平面外穩(wěn)定計(jì)算荷載比=0.43無防護(hù)下鋼構(gòu)件最大升溫(Ts):1081.37℃,按臨界溫度法求得臨界溫度(Td):597.15℃鋼構(gòu)件需要進(jìn)行防火保護(hù)計(jì)算所需等效熱阻(Ri)=0.3309(mA2*℃/w)構(gòu)件重量(Kg)=3212.852、鋼柱2 設(shè)計(jì)結(jié)果截面類型=27;布置角度=0;計(jì)算長度:Lx=63.29,Ly=5.00;長細(xì)比:入x=118.4,人y=129.7構(gòu)件長度=20.00;計(jì)算長度系數(shù):Ux=3.16Uy=0.25抗震等級：三級變截面H形截面H:Bl=250,B2=250,Hl=800,H2=1500Tl=12T2=14T3=14軸壓截面分類:X軸:b類,Y軸:c類構(gòu)件鋼號：Q345(Q355)寬厚比等級:S3驗(yàn)算規(guī)范：門規(guī)GB51022-2015構(gòu)件耐火等級：二級;構(gòu)件設(shè)計(jì)最小耐火時(shí)間:2.50小時(shí)是否耐火鋼：否;采用防火材料：防火涂料!(1);形狀系數(shù)：160.192307(1/m)\!端I!端組合MNVMNV10.00265.8971.301425.98-215.77-71.3020.00147.1831.78635.51-97.06-31.7830.00265.8971.301425.98-215.77-71.3040.00147.1831.78635.51-97.06-31.7850.00231.9363.971279.33-193.37-63.9760.00113.2224.44488.86-74.66-24.44

70.00231.9363.971279.33-193.37-63.9780.00113.2224.44488.86-74.66-24.4490.0099.1345.27467.02-49.01-1.43100.0055.74-16.42-118.42-5.62-4.58110.00134.4940.29696.20-84.37-29.33120.0091.11-21.40110.75-40.99-32.48130.0065.1637.94320.36-26.615.90140.0021.78-23.76-265.0816.782.75150.00100.5332.96549.54-61.97-22.00160.0057.14-28.74-35.90-18.59-25.15170.00237.0679.401324.89-186.94-53.09180.00211.0342.38973.62-160.91-54.98190.00258.2876.411462.40-208.16-69.83200.00232.2539.391111.13-182.13-71.72210.00118.3539.87534.42-68.23-13.57220.0092.322.86183.15-42.20-15.46230.00139.5736.88671.92-89.45-30.31240.00113.54-0.13320.66-63.42-32.20250.00237.0679.401324.89-186.94-53.09260.00211.0342.38973.62-160.91-54.98270.00258.2876.411462.40-208.16-69.83280.00232.2539.391111.13-182.13-71.72290.00118.3539.87534.42-68.23-13.57300.0092.322.86183.15-42.20-15.46310.00139.5736.88671.92-89.45-30.31320.00113.54-0.13320.66-63.42-32.20330.00203.1072.061178.23-164.54-45.76340.00177.0735.05826.97-138.51-47.65350.00224.3269.071315.74-185.76-62.50360.00198.2932.06964.47-159.73-64.39370.0084.3832.54387.76-45.83-6.24380.0058.35-4.4836.49-19.80-8.13390.00105.6029.55525.27-67.05-22.98400.0079.57-7.46174.00-41.02-24.87410.00203.1072.061178.23-164.54-45.76420.00177.0735.05826.97-138.51-47.65430.00224.3269.071315.74-185.76-62.50

440.00198.2932.06964.47-159.73-64.39450.0084.3832.54387.76-45.83-6.24460.0058.35-4.4836.49-19.80-8.13470.00105.6029.55525.27-67.05-22.98480.0079.57-7.46174.00-41.02-24.87490.00182.2372.941020.35-132.11-29.10500.00138.8411.24434.91-88.72-32.25510.00217.5967.961249.53-167.47-57.00520.00174.216.26664.09-124.09-60.15530.0099.1345.27467.02-49.01-1.43540.0055.74-16.42-118.42-5.62-4.58550.00134.4940.29696.20-84.37-29.33560.0091.11-21.40110.75-40.99-32.48570.00182.2372.941020.35-132.11-29.10580.00138.8411.24434.91-88.72-32.25590.00217.5967.961249.53-167.47-57.00600.00174.216.26664.09-124.09-60.15610.0099.1345.27467.02-49.01-1.43620.0055.74-16.42-118.42-5.62-4.58630.00134.4940.29696.20-84.37-29.33640.0091.11-21.40110.75-40.99-32.48650.00148.2665.60873.70-109.71-21.77660.00104.883.91288.25-66.32-24.92670.00183.6260.621102.87-145.07-49.66680.00140.24-1.07517.43-101.69-52.81690.0065.1637.94320.36-26.615.90700.0021.78-23.76-265.0816.782.75710.00100.5332.96549.54-61.97-22.00720.0057.14-28.74-35.90-18.59-25.15730.00148.2665.60873.70-109.71-21.77740.00104.883.91288.25-66.32-24.92750.00183.6260.621102.87-145.07-49.66760.00140.24-1.07517.43-101.69-52.81770.0065.1637.94320.36-26.615.90780.0021.78-23.76-265.0816.782.75790.00100.5332.96549.54-61.97-22.00800.0057.14-28.74-35.90-18.59-25.15810.00188.5550.371007.43-142.28-50.37820.00178.1439.91798.20-131.87-39.91830.00141.0634.56691.24-94.80-34.56840.00130.6524.10482.01-84.39-24.10850.00188.5550.371007.43-142.28-50.37860.00178.1439.91798.20-131.87-39.91870.00141.0634.56691.24-94.80-34.56880.00130.6524.10482.01-84.39-24.10890.00157.9942.85856.96-119.44-42.85900.00147.5832.39647.73-109.03-32.39910.00118.4229.67593.47-79.87-29.67920.00108.0119.21384.24-69.46-19.21930.00157.9942.85856.96-119.44-42.85940.00147.5832.39647.73-109.03-32.39950.00118.4229.67593.47-79.87-29.67960.00108.0119.21384.24-69.46-19.21強(qiáng)度計(jì)算控制組合號:19,M=0.00,N=258.28,M=1462.40,N=-208.16強(qiáng)度計(jì)算應(yīng)カ比=0.617抗剪強(qiáng)度計(jì)算控制組合號:17,V=79.40抗剪強(qiáng)度計(jì)算應(yīng)カ比=0.078平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ對應(yīng)組合號:19,M=0.00,N=258.28,M=1462.40,N=-208.16平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ(N/mm*mm)=190.54平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ比=0.625平面外穩(wěn)定計(jì)算最大應(yīng)カ比=0.994門規(guī)GB51022-2015腹板容許高厚比[H0/TW1=250.00翼緣容許寬厚比[B/T]=12.38強(qiáng)度計(jì)算應(yīng)カ比=0.617<1.0抗剪強(qiáng)度計(jì)算應(yīng)カ比=0.078<1.0平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ<f=305.00平面外穩(wěn)定計(jì)算最大應(yīng)カ比<1.0腹板高厚比H0/TW=93.50<[H0rrW]=250.00翼緣寬厚比B/T=8.50<[B/T]=12.38

壓桿,平面內(nèi)長細(xì)比入=118.W［入］=180壓桿,平面外長細(xì)比X=130.W［入］=180鋼構(gòu)件防火設(shè)計(jì)結(jié)果:偶然組合柱下端柱上端組合MNVMNV10.00152.7937.62752.35-114.23-37.6220.00113.2224.44488.86-74.66-24.4430.00152.7937.62752.35-114.23-37.6240.00113.2224.44488.86-74.66-24.4450.00141.4735.17703.46-106.77-35.1760.00101.8922.00439.97-67.19-22.0070.00141.4735.17703.46-106.77-35.1780.00101.8922.00439.97-67.19-22.0090.00100.4028.04443.92-61.85-16.35100.0088.8311.59287.81-50.28-17.19110.00109.8326.71505.04-71.28-23.79120.0098.2610.26348.92-59.71-24.63130.0089.0825.60395.04-54.38-13.91140.0077.519.15238.92-42.81-14.75150.0098.5124.27456.15-63.81-21.35160.0086.947.82300.03-52.24-22.19防火設(shè)計(jì)控制的偶然組合號:1,M=0.00,N=152.79,M=752.35,N=-114.23強(qiáng)度計(jì)算荷載比=0.31平面內(nèi)穩(wěn)定計(jì)算荷載比=0.32平面外穩(wěn)定計(jì)算荷載比=0.43無防護(hù)下鋼構(gòu)件最大升溫(Ts):1081.37℃,按臨界溫度法求得臨界溫度(Td):597.15℃鋼構(gòu)件需要進(jìn)行防火保護(hù)計(jì)算所需等效熱阻(Ri)=0.3309(mA2*℃/w)構(gòu)件重量(Kg)=3212.853、鋼梁1 設(shè)計(jì)結(jié)果截面類型=27;布置角度=0;計(jì)算長度:Lx=42.21,Ly=3.00構(gòu)件長度=7.03;計(jì)算長度系數(shù):Ux=6.00Uy=0.43支撐長度=3.00抗震等級:三級變截面H形截面H:B1=230,B2=230,H1=1500,H2=1100T1=8T2=12T3=12軸壓截面分類:X軸:b類,Y軸:c類構(gòu)件鋼號:Q345(Q355)寬厚比等級:S3驗(yàn)算規(guī)范:門規(guī)GB51022-2015構(gòu)件耐火等級：二級;構(gòu)件設(shè)計(jì)最小耐火時(shí)間:1.50小時(shí)是否耐火鋼：否;采用防火材料：防火涂料1(1);形狀系數(shù):223.115585(1/m)梁剛度放大系數(shù)：1.0\!端I!端組合MNVMNV11425.9992.42207.6117.93-50.48-84.712635.5241.2893.42-339.15-72.48-109.023690.3547.61129.24-39.12-40.28-55.9141213.0777.03160.76-201.57-73.64-126.8051279.3482.89186.0540.50-41.74-70.996488.8631.7571.86-316.58-63.74-95.307543.6938.09107.68-16.55-31.54-42.1881066.4267.51139.20-179.01-64.90-113.089-118.425.125.14135.04-1.720.4210467.026.3048.62-181.27-2.90-32.6211110.7636.3937.5592.54-32.99-20.2412696.2037.5881.03-223.77-34.19-53.2813-265.08-4.41-16.42157.607.0214.1414320.37-3.2327.06-158.715.84-18.9015-35.9026.8715.99115.10-24.25-6.5216549.5528.0659.47-201.21-25.45-39.5617973.6370.72154.64157.63-28.78-48.79181324.9071.43180.73-32.16-29.49-68.61191111.1489.48174.09132.13-47.55-61.18201462.4190.20200.18-57.66-48.26-81.00

21183.1519.5840.45-199.45-50.79-73.1022534.4220.2966.54-389.24-51.50-92.9223320.6638.3459.90-224.95-69.55-85.4924671.9339.0685.99-414.74-70.27-105.3125237.9925.9276.27100.57-18.59-19.9826589.2626.63102.36-89.21-19.29-39.8027375.5044.6895.7275.07-37.35-32.3828726.7645.40121.81-114.71-38.06-52.2029760.7155.34107.80-61.88-51.94-90.88301111.9856.05133.88-251.66-52.65-110.7031898.2274.10127.24-87.38-70.71-103.28321249.4874.82153.33-277.16-71.42-123.1033826.9761.20133.08180.19-20.04-35.07341178.2461.90159.17-9.59-20.75-54.8935964.4879.96152.53154.69-38.80-47.46361315.7580.68178.62-35.09-39.52-67.283736.4910.0618.89-176.89-42.05-59.3838387.7610.7644.98-366.67-42.76-79.2039174.0028.8238.34-202.39-60.81-71.7740525.2729.5464.43-392.17-61.53-91.594191.3316.3954.71123.14-9.84-6.2642442.6017.1080.80-66.65-10.55-26.0843228.8435.1674.1697.64-28.61-18.6544580.1135.87100.25-92.15-29.32-38.4845614.0545.8186.24-39.31-43.20-77.1646965.3246.52112.33-229.10-43.91-96.9847751.5664.58105.69-64.81-61.97-89.55481102.8365.29131.77-254.60-62.68-109.3749434.9140.9285.07216.04-10.54-17.26501020.3642.10128.55-100.27-11.72-50.3051664.0972.19117.49173.54-41.81-37.92521249.5473.38160.97-142.77-43.01-70.9653-118.425.125.14-33.91-25.95-34.2854467.026.3048.62-350.22-27.13-67.3155110.7636.3937.55-76.42-57.22-54.9456696.2037.5881.03-392.72-58.41-87.9757-80.049.5530.21176.10-3.402.90

58505.4110.7373.69-140.21-4.58-30.1359149.1440.8362.63133.60-34.68-17.7660734.5942.02106.11-182.71-35.87-50.7961285.8730.1552.2862.39-26.75-46.7362871.3131.3395.76-253.92-27.93-79.7663515.0561.4284.6919.89-58.03-67.39641100.4962.61128.17-296.42-59.22-100.4265288.2531.3963.52238.61-1.80-3.5466873.7032.57107.00-77.70-2.98-36.5767517.4362.6695.93196.11-33.07-24.20681102.8863.86139.41-120.20-34.26-57.2369-265.08-4.41-16.42-11.35-17.20-20.5670320.37-3.2327.06-327.66-18.38-53.5971-35.9026.8715.99-53.85-48.48-41.2272549.5528.0659.47-370.16-49.67-74.2573-226.700.038.66198.675.3416.6274358.751.2152.14-117.644.16-16.41752.4831.3041.07156.17-25.93-4.0376587.9332.4984.55-160.14-27.13-37.0777139.2120.6230.7284.95-18.01-33.0078724.6621.8074.20-231.36-19.19-66.0479368.3951.9063.1442.45-49.28-53.6680953.8353.09106.62-273.86-50.48-86.7081798.2154.32127.1026.81-35.77-60.18821007.4362.79136.72-114.76-44.24-69.7983482.0233.8781.42-116.02-44.57-69.9084691.2442.3491.04-257.59-53.04-79.5285503.9536.4095.753.99-31.69-48.6686713.1844.87105.37-137.58-40.16-58.2787713.0448.17108.36-60.99-45.03-77.0188922.2756.64117.98-202.57-53.50-86.6389647.7444.56105.1134.14-29.10-49.3590856.9653.03114.73-107.43-37.57-58.9691384.2427.5267.05-84.88-36.44-57.4592593.4735.9976.67-226.46-44.91-67.0793402.5229.6378.9915.12-25.70-39.7494611.7538.1088.61-126.45-34.17-49.3695576.7639.4489.50-39.03-36.82-63.3896785.9947.9099.12-180.60-45.29-72.99梁的彎矩包絡(luò)梁下部受拉截面1234567-265.08-246.05-237.11-234.91-227.77-215.69-238.61梁上部受拉截面12345671462.41594.24490.01398.58313.28234.10414.74強(qiáng)度計(jì)算應(yīng)カ比=0.992抗剪強(qiáng)度計(jì)算應(yīng)カ比=0.687平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ對應(yīng)組合號:1,M=1425.99,N=92.42,M=17.93,N=-50.48平面內(nèi)穩(wěn)定最大應(yīng)カ（N/mm*mm）=255.27平面內(nèi)穩(wěn)定計(jì)算最大應(yīng)カ比=0.837平面外穩(wěn)定計(jì)算最大應(yīng)カ比=0.875強(qiáng)度計(jì)算應(yīng)カ比=0.992<1.0抗剪強(qiáng)度計(jì)算應(yīng)カ比=0.687<1.0平面內(nèi)穩(wěn)定最大應(yīng)カ<f=3O5.OO平面外穩(wěn)定計(jì)算最大應(yīng)カ比=0.875<1.0腹板高厚比H0/TW=159.50<[H0fTWl=250.00（GB51022-2015）翼緣寬厚比B/T=9.25<[B/T]=12,38（恒+活）梁的撓度mm截面12345670.009.1118.8129.0339.6850.6561.84最大撓度值=61.84最大撓度/梁跨度=1/679.斜梁坡度初始值:レ10.00變形后斜梁坡度最小值:1/11.06

變形后斜梁坡度改變率=0.096<1/3鋼構(gòu)件防火設(shè)計(jì)結(jié)果:偶然組合\!端I!端組合MNVMNV1752.3548.80109.92-36.65-33.34-54.162488.8631.7571.86-155.67-40.67-62.263507.1433.8683.80-55.66-29.94-44.554681.3843.6794.31-109.81-41.06-68.195703.4745.62102.74-29.12-30.42-49.586439.9728.5864.67-1