拌合楼结构计算书

拌合楼计算书项目编号:No.2项目名称:双HZS120型拌合站项目日期:2020-03-30—.设计依据 二.计算软件信息 三.结构计算简图 四.结构计算信息 五.结构基本信息 六.荷载与效应组合 .各エ况荷载表 .荷载效应组合表......地震计算信息 1,左地震 2•右地震 .内力计算结果 .单エ况内力 .节点位移 十.构件设计结果汇总.......十一.构件设计结果 十二.荷载与计算结果简图.结构简图 .荷载简图 .应カ比图 .内力图 .位移图 61挠度图 一.设计依据《建筑结构荷载规范》(GB50009-2012);《建筑抗震设计规范》(GB50011-2010);《钢结构设计标准》(GB50017-2017);《门式刚架轻型房屋钢结构技术规范》(GB51022-2015);《建筑结构可靠性设计统ー标准》(GB50068-2018)二.计算软件信息本工程计算软件为PKPM钢结构设计软件10版V5.1.1。计算日期为2020年3月30日22时18分44秒。三.结构计算简图,I图1-1结构简图四.结构计算信息结构类型:门式刚架轻型房屋钢结构设计规范: 按《门式刚架轻型房屋钢结构技术规范》(GB51022-2015)计算TOC\o"1-5"\h\z结构重要性系数：1.00节点总数： 9柱数： 2梁数： 6支座约束数:2标准截面总数:7活荷载计算信息：1组相容活荷,4组互斥活荷载相容活荷考虑不利布置第1组互斥活荷考虑不利布置第2组互斥活荷考虑不利布置第3组互斥活荷考虑不利布置第4组互斥活荷考虑不利布置风荷载计算信息：计算风荷载钢材：Q345(Q355)梁柱自重计算信息:柱梁自重都计算恒载作用下柱的轴向变形：考虑梁柱自重计算增大系数：1.20梁刚度增大系数：1.00钢结构净截面面积与毛截面面积比:0.85门式刚架梁平面内的整体稳定性：按压弯构件验算程序自动确定允许的长细比钢梁(恒+活)容许挠跨比：1/180柱顶容许水平位移/柱高：1/60地震影响系数取值依据:10抗规(2016修订版)特征周期(s):0.40水平地震影响系数最大值amax:0.12地震作用计算：计算水平地震作用计算振型数:3地震烈度:7.50场地土类别：II类附加重量节点数：0设计地震分组：第二组周期折减系数:0.80地震力计算方法：振型分解法结构阻尼比:0.050按GB50011-2010地震效应增大系数:1.050防火设计计算信息：考虑防火设计

建筑耐火等级:二级五.结构基本信息节点坐标节点号XY节点号XY10.0020.00242.0020.0037.0020.70435.0020.70514.0021.40628.0021.40721.0022.1080.000.00942.000.00柱关联号柱号节点I节点n柱号节点I节点n181292梁关联号梁号节点I节点n梁号节点I节点n1I3235342457564676柱节点偏心（m）节点号柱偏心值节点号柱偏心值节点号柱偏心值10.00020.00030.00040.00050.00060.00070.00080.00090.000标准截面信息截面号截面信息1H形变截面:(H1~H2)*B1*B2*Tw*T1*T2=(80〇〜1500)*250*250*12*14*142H形变截面:(H1〜H2)*B1*B2*Tw*T1*T2=(1500-1100)*230*230*8*12*123H形变截面:(H1~H2)*Bl*B2*Tw*T1*T2=(1100-1000)*230*230*8*10*104焊接组合H形截面:H*Bl*B2*Tw*Tl*T2=1000*230*230*8*10*105焊接组合H形截面:

截面号截面信息H*Bl*B2*Tw*Tl*T2=1000*230*230*8*10*106H形变截面:(H1~H2)*Bl*B2*Tw*T1*T2=(1100-1500)*230*230*8*12*127H形变截面:(H1~H2)*Bl*B2*Tw*T1*T2=(1000-1100)*230*230*8*10*10柱布置截面号,约束信息,截面布置角度柱号标准截面号约束信息截面布置角度11I端絞接02II端絞接0梁布置截面号,约束信息梁号标准截面号约束信息12两端刚接23两端刚接36两端刚接44两端刚接57两端刚接65两端刚接截面特性截面じ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截面特性截面号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

截面号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防火材料信息序号名称热传导系数(W/(m*℃))密度(kg/mA3)比热(J/(kg*℃)类型1防火涂料10.100680.001000.00膨胀六.荷载与效应组合.各工况荷载表节点荷载ェ况节点号弯矩垂直カ水平カ--———柱荷载ェ况柱号荷载类型荷载值荷载参数1荷载参数2左风1110.700.000.00211.460.000.00右风111-1.460.000.0021-0.700.000.00左风2111.800.000.00210.370.000.00右风211-0.370.000.0021-1.800.000.00梁荷载ェ况连续数荷载个数荷载类型荷载值1荷载参数1荷载值2荷载参数2恒荷载1112.250.000.000.001112.250.000.000.001112.250.000.000.001112.250.000.000.00

ェ况连续数荷载个数荷载类型荷载值1荷载参数1荷载值2荷载参数21112.250.000.000.001112.250.000.000.00第1组互斥活荷载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组互斥活荷载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组互斥活荷载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组互斥活荷载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左风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右风1111-1.700.000.000.00111-1.720.000.000.00111-2.690.000.000.00

ェ况连续数荷载个数荷载类型荷载值1荷载参数1荷载值2荷载参数2111-1.730.000.000.00111-2.710.000.000.00111-2.730.000.000.00左风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右风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.荷载效应组合表(1)柱内力的组合值柱内力的组合(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左风1(10)1.3恒+1.5右风1(11)1.3恒+1.5左风2(12)1.3恒+1.5右风2(13)1.0恒+1.5左风1(14)1.0恒+1.5右风!(15)1.0恒+1.5左风2(16)1.0恒+1.5右风2(17)1.3恒+1.5活1+0.9左风1(18)1.3恒+1.5活1+0.9右风1(19)1.3恒+1.5活1+0.9左风2(20)1.3恒+1.5活1+0.9右风2(21)1.3恒+1.5活2+0.9左风1(22)1.3恒+1.5活2+0.9右风1(23)1.3恒+1.5活2+0.9左风2(24)1.3恒+1.5活2+0.9右风2(25)1.3恒+1.5活3+0.9左风1(26)1.3恒+1.5活3+0.9右风!(27)1.3恒+1.5活3+0.9左风2(28)1.3恒+1.5活3+0.9右风2(29)1.3恒+1.5活4+0.9左风1(30)1.3恒+1.5活4+0.9右风1

柱内力的组合(31)1.3恒+1.5活4+0.9左风2(32)1.3恒+1.5活4+0.9右风2(33)1.0恒+1.5活1+0.9左风1(34)1.0恒+1.5活1+0.9右风1(35)1.0恒+1.5活1+0.9左风2(36)1.0恒+1.5活1+0.9右风2(37)1.0恒+1.5活2+0.9左风1(38)1.0恒+1.5活2+0.9右风1(39)1.0恒+1.5活2+0.9左风2(40)1.0恒+1.5活2+0.9右风2(41)1.0恒+1.5活3+0.9左风1(42)1.0恒+1.5活3+0.9右风1(43)1.0恒+1.5活3+0.9左风2(44)1.0恒+1.5活3+0.9右风2(45)1.0恒+1.5活4+0.9左风1(46)1.0恒+1.5活4+0.9右风1(47)1.0恒+1.5活4+0.9左风2(48)1.0恒+1.5活4+0.9右风2(49)1.3恒+1.05活1+1.5左风1(50)1.3恒+1.05活1+1.5右风1(51)1.3恒+1.05活1+1.5左风2(52)1.3恒+1.05活1+1.5右风2(53)1.3恒+1.05活2+1.5左风1(54)1.3恒+1.05活2+1.5右风!(55)1.3恒+1.05活2+1.5左风2(56)1.3恒+1.05活2+1.5右风2(57)1.3恒+1.05活3+1.5左风1(58)1.3恒+1.05活3+1.5右风1(59)1.3恒+1.05活3+1.5左风2(60)1.3恒+1.05活3+1.5右风2(61)1.3恒+1.05活4+1.5左风1(62)1.3恒+1.05活4+1.5右风!(63)1.3恒+1.05活4+1.5左风2(64)1.3恒+1.05活4+1.5右风2(65)1.0恒+1.05活1+1.5左风1(66)1.0恒+1.05活1+1.5右风1(67)1.0恒+1.05活1+1.5左风2(68)1.0恒+1.05活1+1.5右风2(69)1.0恒+1.05活2+1.5左风1(70)1.0恒+1.05活2+1.5右风!(71)1.0恒+1.05活2+1.5左风2(72)1.0恒+1.05活2+1.5右风2(73)1.0恒+1.05活3+1.5左风1(74)1.0恒+1.05活3+1.5右风1(75)1.0恒+1.05活3+1.5左风2(76)1.0恒+1.05活3+1.5右风2(77)1.0恒+1.05活4+1.5左风1(78)1.0恒+1.05活4+1.5右风1(79)1.0恒+1.05活4+1.5左风2(80)1.0恒+1.05活4+1.5右风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)梁内力的组合值梁内力组合

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

梁内力组合(73)1.0恒+1.05活3+1.5左风1(74)1.0恒+1.05活3+1.5右风1(75)1.0恒+1.05活3+1.5左风2(76)1.0恒+1.05活3+1.5右风2(77)1.0恒+1.05活4+1.5左风1(78)1.0恒+1.05活4+1.5右风!(79)1.0恒+1.05活4+1.5左风2(80)1.0恒+1.05活4+1.5右风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)柱偶然组合值柱偶然组合(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左风1(10)1.0恒+0.4右风1(11)1.0恒+0.4左风2(12)1.0恒+0.4右风2(13)0.9恒+0.4左风1(14)0.9恒+0.4右风1(15)0.9恒+0.4左风2(16)0.9恒+0.4右风2(4)梁偶然组合值梁偶然组合(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左风1(10)1.0恒+0.4右风!(11)1.0恒+0.4左风2(12)1.0恒+0.4右风2(13)0.9恒+0.4左风1(14)0.9恒+0.4右风1(15)0.9恒+0.4左风2(16)0.9恒+0.4右风2七.地震计算信息

.左地震地震カ计算质量集中信息质量集中节点号质量重量（KN）1187.877水平地震标准值作用底层剪カ: 7.665底层最小地震剪力（抗震规范5.2.5条）:4.509TOC\o"1-5"\h\z各质点地震カ调整系数: 1.000地震カ调整后剪重比: 0.041周期（已乘折减系数）振型号周期⑸11.326TOC\o"1-5"\h\z.右地震地震カ计算质量集中信息质量集中节点号质量重量（KN）2187.877水平地震标准值作用底层剪カ： 7.665底层最小地震剪力（抗震规范5.2.5条）:4.509TOC\o"1-5"\h\z各质点地震カ调整系数： 1.000地震カ调整后剪重比: 0.041周期（已乘折减系数）振型号周期（s）11.326ハ.内力计算结果1.单エ况内力柱内力ェ况单元!端N(kN)!端V(kN)!端M(kN.m)I!端N(kN)I!端V(kN)I!端M(kN.m)恒荷载1113.2-24.40.0-74.724.4-488.9

ェ况单元!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左风11-61.032.10.061.0-18.1502.62-32.09.00.032.020.2-112.3右风11-32.0-9.00.032.0-20.2112.32-61.0-32.10.061.018.1-502.6左风21-37.435.50.037.40.5349.82-8.55.70.08.51.640.5右风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梁内力工况号单元号!端N(kN)!端V(kN)!端M(kN.m)I!端N(kN)I!端V(kN)I!端M(kN.m)恒荷载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左风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右风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左风21-3.3-37.2-349.83.326.1126.9

工况号单元号!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右风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.节点位移恒荷载エ况下节点位移（mm）节点号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

活荷载エ况下节点位移（mm）节点号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节点侧向（水平向）位移（mm）ェ况节点8x节点8x左风1175.90266.74375.04469.25572.85671.16771.3380.0090.00右风11-66.742-75.903-69.254-75.045-71.166-72.857-71.3380.0090.00左风2174.20268.44373.93470.36572.54671.48771.3380.0090.00右风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ェ况节点8x节点8x右地震1-29.392-29.393-29.854-29.855-29.816-29.817-29.4180.0090.00十.构件设计结果汇总钢柱验算结果柱号应カ比剪应カ比平面内稳定平面外稳定腹板高厚比翼缘宽厚比平面内长细比平面外长细比质量(kg)状态10.620.080.620.9993.508.50118.35129.673212.8通过20.620.080.620.9993.508.50118.35129.673212.8通过钢梁验算结果梁号应カ比剪应カ比平面内（上端）稳定平面外（下端）稳定腹板高厚比翼缘宽厚比质量（kg）状态I0.990.690.840.87159.509.25868.6通过20.560.270.480.50128.7511.10709.1通过30.990.690.840.87159.509.25868.6通过40.770.110.720.79122.5011.10687.0通过50.560.270.480.50128.7511.10709.1通过60.770.110.720.79122.5011.10687.0通过トー.构件设计结果1、钢柱1设计结果截面类型=27;布置角度=0;计算长度:Lx=63.29,Ly=5.00;长细比:入x=118.4,人y=129.7构件长度=20.00;计算长度系数:Ux=3.16Uy=0.25抗震等级:三级变截面H形截面H:B1=250,B2=250,H1=800,H2=1500T1=12T2=14T3=14轴压截面分类:X轴:b类,Y轴:c类

构件钢号:Q345(Q355)宽厚比等级:S3验算规范:门规GB51022-2015构件耐火等级:二级;构件设计最小耐火时间:2.50小时是否耐火钢:否;采用防火材料:防火涂料1(1);形状系数:160.192307(1/m)!端I!端组合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强度计算控制组合号:24,M=0.00,N=258.28,M=-1462.41,N=-208.16强度计算应カ比=0.617抗剪强度计算控制组合号:22,V=-79.40抗剪强度计算应カ比=0.078平面内稳定计算最大应カ对应组合号:24,M=0.00,N=258.28,M=-1462.41,N=-208.16平面内稳定计算最大应カ(N/mm*mm)=190.55平面内稳定计算最大应カ比=0.625平面外稳定计算最大应カ比=0.994门规GB51022-2015腹板容许高厚比［H0/TW］=250.00翼缘容许宽厚比［B/T］=12.38强度计算应カ比=0.617<1.0抗剪强度计算应カ比=0.078<1.0平面内稳定计算最大应カ<f=305.00平面外稳定计算最大应カ比<1.0腹板高厚比H0/TW=93.50<［H0fTWl=250.00翼缘宽厚比B/T=8.50<［B/T］=12.38压杆,平面内长细比入=118.W［入］=180压杆,平面外长细比入=13〇.W［入］=180钢构件防火设计结果:偶然组合\柱下端柱上端组合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防火设计控制的偶然组合号:2,M=0.00,N=152.79,M=-752.35,N=-114.23强度计算荷载比=0.31平面内稳定计算荷载比=0.32平面外稳定计算荷载比=0.43无防护下钢构件最大升温(Ts):1081.37℃,按临界温度法求得临界温度(Td):597.15℃钢构件需要进行防火保护计算所需等效热阻(Ri)=0.3309(mA2*℃/w)构件重量(Kg)=3212.852、钢柱2 设计结果截面类型=27;布置角度=0;计算长度:Lx=63.29,Ly=5.00;长细比:入x=118.4,人y=129.7构件长度=20.00;计算长度系数:Ux=3.16Uy=0.25抗震等级：三级变截面H形截面H:Bl=250,B2=250,Hl=800,H2=1500Tl=12T2=14T3=14轴压截面分类:X轴:b类,Y轴:c类构件钢号：Q345(Q355)宽厚比等级:S3验算规范：门规GB51022-2015构件耐火等级：二级;构件设计最小耐火时间:2.50小时是否耐火钢：否;采用防火材料：防火涂料!(1);形状系数：160.192307(1/m)\!端I!端组合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强度计算控制组合号:19,M=0.00,N=258.28,M=1462.40,N=-208.16强度计算应カ比=0.617抗剪强度计算控制组合号:17,V=79.40抗剪强度计算应カ比=0.078平面内稳定计算最大应カ对应组合号:19,M=0.00,N=258.28,M=1462.40,N=-208.16平面内稳定计算最大应カ(N/mm*mm)=190.54平面内稳定计算最大应カ比=0.625平面外稳定计算最大应カ比=0.994门规GB51022-2015腹板容许高厚比[H0/TW1=250.00翼缘容许宽厚比[B/T]=12.38强度计算应カ比=0.617<1.0抗剪强度计算应カ比=0.078<1.0平面内稳定计算最大应カ<f=305.00平面外稳定计算最大应カ比<1.0腹板高厚比H0/TW=93.50<[H0rrW]=250.00翼缘宽厚比B/T=8.50<[B/T]=12.38

压杆,平面内长细比入=118.W［入］=180压杆,平面外长细比X=130.W［入］=180钢构件防火设计结果:偶然组合柱下端柱上端组合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防火设计控制的偶然组合号:1,M=0.00,N=152.79,M=752.35,N=-114.23强度计算荷载比=0.31平面内稳定计算荷载比=0.32平面外稳定计算荷载比=0.43无防护下钢构件最大升温(Ts):1081.37℃,按临界温度法求得临界温度(Td):597.15℃钢构件需要进行防火保护计算所需等效热阻(Ri)=0.3309(mA2*℃/w)构件重量(Kg)=3212.853、钢梁1 设计结果截面类型=27;布置角度=0;计算长度:Lx=42.21,Ly=3.00构件长度=7.03;计算长度系数:Ux=6.00Uy=0.43支撑长度=3.00抗震等级:三级变截面H形截面H:B1=230,B2=230,H1=1500,H2=1100T1=8T2=12T3=12轴压截面分类:X轴:b类,Y轴:c类构件钢号:Q345(Q355)宽厚比等级:S3验算规范:门规GB51022-2015构件耐火等级：二级;构件设计最小耐火时间:1.50小时是否耐火钢：否;采用防火材料：防火涂料1(1);形状系数:223.115585(1/m)梁刚度放大系数：1.0\!端I!端组合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梁的弯矩包络梁下部受拉截面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强度计算应カ比=0.992抗剪强度计算应カ比=0.687平面内稳定计算最大应カ对应组合号:1,M=1425.99,N=92.42,M=17.93,N=-50.48平面内稳定最大应カ（N/mm*mm）=255.27平面内稳定计算最大应カ比=0.837平面外稳定计算最大应カ比=0.875强度计算应カ比=0.992<1.0抗剪强度计算应カ比=0.687<1.0平面内稳定最大应カ<f=3O5.OO平面外稳定计算最大应カ比=0.875<1.0腹板高厚比H0/TW=159.50<[H0fTWl=250.00（GB51022-2015）翼缘宽厚比B/T=9.25<[B/T]=12,38（恒+活）梁的挠度mm截面12345670.009.1118.8129.0339.6850.6561.84最大挠度值=61.84最大挠度/梁跨度=1/679.斜梁坡度初始值:レ10.00变形后斜梁坡度最小值:1/11.06

变形后斜梁坡度改变率=0.096<1/3钢构件防火设计结果:偶然组合\!端I!端组合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