GJ3門式剛架計算書

--GJ3門式剛架計算書

目錄TOC\o"1-4"\h\z\u\h1.設計依據(jù) 2.計算軟件信息 \h3.結(jié)構(gòu)計算簡圖 \h4.結(jié)構(gòu)計算信息 \h5.結(jié)構(gòu)基本信息 \h6.荷載與效應組合 \h1.各工況荷載表 \h2.荷載效應組合表 \h7.地震計算信息 \h1.左地震 \h2.右地震 \h8.內(nèi)力計算結(jié)果 \h1.單工況內(nèi)力 \h9.節(jié)點位移 \h10.構(gòu)件設計結(jié)果匯總 \h11.構(gòu)件設計結(jié)果 \h12.荷載與計算結(jié)果簡圖 \h1.結(jié)構(gòu)簡圖 \h2.荷載簡圖 \h3.應力比圖 \h4.內(nèi)力圖 \h5.位移圖 \h6.撓度圖 \h7.計算長度系數(shù)圖 1.設計依據(jù)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012);《建筑抗震設計規(guī)范》(GB50011-2010);《鋼結(jié)構(gòu)設計標準》(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)可靠性設計統(tǒng)一標準》(GB50068-2018)《工程結(jié)構(gòu)通用規(guī)范》(GB55001-2021)《建筑與市政工程抗震通用規(guī)范》(GB55002-2021)《鋼結(jié)構(gòu)通用規(guī)范》(GB55006-2021)2.計算軟件信息本工程計算軟件為PKPM鋼結(jié)構(gòu)設計軟件2021V1.3.1版。計算日期為2022年11月3日15時24分35秒。3.結(jié)構(gòu)計算簡圖圖1-1結(jié)構(gòu)簡圖4.結(jié)構(gòu)計算信息結(jié)構(gòu)類型:門式剛架輕型房屋鋼結(jié)構(gòu)設計規(guī)范:按《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范》（GB51022-2015）計算結(jié)構(gòu)重要性系數(shù):1.00節(jié)點總數(shù):14柱數(shù):8梁數(shù):5支座約束數(shù):3標準截面總數(shù):11荷載分項系數(shù)：恒載:1.30活載:1.50風載:1.50地震:1.40吊車:1.50重力荷載分項系數(shù):1.30活荷載計算信息:考慮活荷載不利布置考慮結(jié)構(gòu)使用年限的活荷載調(diào)整系數(shù)：1.00風荷載計算信息:計算風荷載鋼材:Q355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)件驗算程序自動確定允許的長細比鋼梁(恒+活)容許撓跨比:l/180柱頂容許水平位移/柱高:l/400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:0.0400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：0.050按GB50011-2010地震效應增大系數(shù):1.050防火設計計算信息：不考慮防火設計5.結(jié)構(gòu)基本信息節(jié)點坐標節(jié)點號XY節(jié)點號XY10.156.6026.307.2036.309.00429.709.0056.2512.00629.7512.00714.0012.40822.0012.40918.0012.60106.0013.201130.0013.20126.300.001329.700.00140.150.00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Ⅱ11412122313442353564675108611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Ⅱ112257379486598柱節(jié)點偏心(m)節(jié)點號柱偏心值節(jié)點號柱偏心值節(jié)點號柱偏心值10.00020.0003-0.05040.0505-0.25060.25070.00080.00090.000100.000110.000120.000130.000140.000標準截面信息截面號截面信息1焊接組合H形截面:

H*B1*B2*Tw*T1*T2=750*300*300*8*14*142焊接組合H形截面:

H*B1*B2*Tw*T1*T2=200*180*180*6*8*83焊接組合H形截面:

H*B1*B2*Tw*T1*T2=600*350*350*10*16*164焊接組合H形截面:

H*B1*B2*Tw*T1*T2=500*350*350*10*16*165焊接組合H形截面:

H*B1*B2*Tw*T1*T2=550*300*300*10*16*166焊接組合H形截面:

H*B1*B2*Tw*T1*T2=300*250*250*6*10*107H形變截面:

(H1~H2)*B1*B2*Tw*T1*T2=(700~500)*250*250*8*14*148H形變截面:

(H1~H2)*B1*B2*Tw*T1*T2=(600~500)*250*250*8*14*149H形變截面:

(H1~H2)*B1*B2*Tw*T1*T2=(500~600)*250*250*8*14*1410H形變截面:

(H1~H2)*B1*B2*Tw*T1*T2=(500~700)*250*250*8*14*1411焊接組合H形截面:

H*B1*B2*Tw*T1*T2=300*250*250*6*10*10柱布置截面號,約束信息,截面布置角度柱號標準截面號約束信息截面布置角度16I端鉸接023兩端剛接033兩端剛接043兩端剛接054兩端剛接064兩端剛接072兩端剛接082兩端剛接0梁布置截面號,約束信息梁號標準截面號約束信息111II端鉸接27兩端剛接39兩端剛接410兩端剛接58兩端剛接截面特性截面號Xc(mm)Yc(mm)Ix(cm4)Iy(cm4)A(cm2)10.00.00.00.00.0290.0100.02967.2777.939.83175.0300.0110790.511438.1168.84175.0250.074157.511437.2158.850.00.00.00.00.06125.0150.011614.32604.766.87125.0300.072582.43648.3115.88125.0275.059770.73648.1111.89125.0275.059770.73648.1111.810125.0300.072582.43648.3115.811125.0150.011614.32604.766.8截面號ix(cm)iy(cm)W1x(cm3)W2x(cm3)W1y(cm3)W2y(cm3)10.00.00.00.00.00.028.64.4296.7296.786.486.4325.68.23693.03693.0653.6653.6421.68.52966.32966.3653.6653.650.00.00.00.00.00.0613.26.2774.3774.3208.4208.4725.05.62419.42419.4291.9291.9823.15.72173.52173.5291.8291.8923.15.72173.52173.5291.8291.81025.05.62419.42419.4291.9291.91113.26.2774.3774.3208.4208.46.荷載與效應組合1.各工況荷載表節(jié)點荷載工況節(jié)點號彎矩垂直力水平力柱荷載工況柱號荷載類型荷載值荷載參數(shù)1荷載參數(shù)2左風1111.740.000.00左風1312.380.000.00左風1411.740.000.00左風1511.850.000.00左風1612.520.000.00左風1715.610.000.00左風1815.610.000.00右風111-2.380.000.00右風131-1.740.000.00右風141-2.380.000.00右風151-2.520.000.00右風161-1.850.000.00右風171-5.610.000.00右風181-5.610.000.00左風2113.170.000.00左風2310.990.000.00左風2413.170.000.00左風2513.360.000.00左風2611.050.000.00左風2715.610.000.00左風2815.610.000.00右風211-0.990.000.00右風231-3.170.000.00右風241-0.990.000.00右風251-1.050.000.00右風261-3.360.000.00右風271-5.610.000.00右風281-5.610.000.00梁荷載工況連續(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恒荷載1114.500.000.000.00恒荷載1114.500.000.000.00恒荷載1214.500.000.000.00恒荷載415.002.500.000.00恒荷載1114.500.000.000.00恒荷載1214.500.000.000.00恒荷載415.001.500.000.00活荷載1114.500.000.000.00活荷載1114.500.000.000.00活荷載1114.500.000.000.00活荷載1114.500.000.000.00活荷載1114.500.000.000.00左風1111-4.950.000.000.00左風1111-5.300.000.000.00左風1111-5.300.000.000.00左風1111-3.010.000.000.00左風1111-3.010.000.000.00右風1111-2.810.000.000.00右風1111-3.010.000.000.00右風1111-3.010.000.000.00右風1111-5.300.000.000.00右風1111-5.300.000.000.00左風2111-3.520.000.000.00左風2111-3.770.000.000.00左風2111-3.770.000.000.00左風2111-1.480.000.000.00左風2111-1.480.000.000.00右風2111-1.390.000.000.00右風2111-1.480.000.000.00右風2111-1.480.000.000.00右風2111-3.770.000.000.00右風2111-3.770.000.000.00吊車1項目節(jié)點節(jié)點吊車連接節(jié)點號34最大輪壓在左側(cè)產(chǎn)生的各節(jié)點豎向荷載(Dmax在跨左)178.16033.507最大輪壓在右側(cè)產(chǎn)生的各節(jié)點豎向荷載(Dmax在跨右)33.507178.160空車最大輪壓在左側(cè)產(chǎn)生的各節(jié)點豎向荷載(Wmax在跨左)0.0000.000空車最大輪壓在右側(cè)產(chǎn)生的各節(jié)點豎向荷載(Wmax在跨右)0.0000.000吊車豎向荷載與節(jié)點豎向偏心距(m)0.500-0.500吊車水平剎車力在各節(jié)點產(chǎn)生的最大水平力(Tmax)10.30110.301吊車的橫向水平荷載與各節(jié)點的垂直距離(m)1.0001.000考慮空間工作和扭轉(zhuǎn)影響的效應調(diào)整系數(shù)1.000吊車橋架引起的地震剪力與彎矩增大系數(shù)1.000吊車橋架重量97.089單跨吊車組合荷載折減系數(shù)1.000兩跨吊車組合荷載折減系數(shù)1.0002.荷載效應組合表(1)柱內(nèi)力的組合值柱內(nèi)力的組合(1)1.3恒+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1(10)1.3恒+1.5右風1(11)1.3恒+1.5左風2(12)1.3恒+1.5右風2(13)1.0恒+1.5左風1(14)1.0恒+1.5右風1(15)1.0恒+1.5左風2(16)1.0恒+1.5右風2(17)1.3恒+1.5活1+0.9左風1(18)1.3恒+1.5活1+0.9右風1(19)1.3恒+1.5活1+0.9左風2(20)1.3恒+1.5活1+0.9右風2(21)1.3恒+1.5活2+0.9左風1(22)1.3恒+1.5活2+0.9右風1(23)1.3恒+1.5活2+0.9左風2(24)1.3恒+1.5活2+0.9右風2(25)1.3恒+1.5活3+0.9左風1(26)1.3恒+1.5活3+0.9右風1(27)1.3恒+1.5活3+0.9左風2(28)1.3恒+1.5活3+0.9右風2(29)1.3恒+1.5活4+0.9左風1(30)1.3恒+1.5活4+0.9右風1(31)1.3恒+1.5活4+0.9左風2(32)1.3恒+1.5活4+0.9右風2(33)1.0恒+1.5活1+0.9左風1(34)1.0恒+1.5活1+0.9右風1(35)1.0恒+1.5活1+0.9左風2(36)1.0恒+1.5活1+0.9右風2(37)1.0恒+1.5活2+0.9左風1(38)1.0恒+1.5活2+0.9右風1(39)1.0恒+1.5活2+0.9左風2(40)1.0恒+1.5活2+0.9右風2(41)1.0恒+1.5活3+0.9左風1(42)1.0恒+1.5活3+0.9右風1(43)1.0恒+1.5活3+0.9左風2(44)1.0恒+1.5活3+0.9右風2(45)1.0恒+1.5活4+0.9左風1(46)1.0恒+1.5活4+0.9右風1(47)1.0恒+1.5活4+0.9左風2(48)1.0恒+1.5活4+0.9右風2(49)1.3恒+1.05活1+1.5左風1(50)1.3恒+1.05活1+1.5右風1(51)1.3恒+1.05活1+1.5左風2(52)1.3恒+1.05活1+1.5右風2(53)1.3恒+1.05活2+1.5左風1(54)1.3恒+1.05活2+1.5右風1(55)1.3恒+1.05活2+1.5左風2(56)1.3恒+1.05活2+1.5右風2(57)1.3恒+1.05活3+1.5左風1(58)1.3恒+1.05活3+1.5右風1(59)1.3恒+1.05活3+1.5左風2(60)1.3恒+1.05活3+1.5右風2(61)1.3恒+1.05活4+1.5左風1(62)1.3恒+1.05活4+1.5右風1(63)1.3恒+1.05活4+1.5左風2(64)1.3恒+1.05活4+1.5右風2(65)1.0恒+1.05活1+1.5左風1(66)1.0恒+1.05活1+1.5右風1(67)1.0恒+1.05活1+1.5左風2(68)1.0恒+1.05活1+1.5右風2(69)1.0恒+1.05活2+1.5左風1(70)1.0恒+1.05活2+1.5右風1(71)1.0恒+1.05活2+1.5左風2(72)1.0恒+1.05活2+1.5右風2(73)1.0恒+1.05活3+1.5左風1(74)1.0恒+1.05活3+1.5右風1(75)1.0恒+1.05活3+1.5左風2(76)1.0恒+1.05活3+1.5右風2(77)1.0恒+1.05活4+1.5左風1(78)1.0恒+1.05活4+1.5右風1(79)1.0恒+1.05活4+1.5左風2(80)1.0恒+1.05活4+1.5右風2(81)1.3恒+0.65活1+1.4左地震(82)1.3恒+0.65活1+1.4右地震(83)1.3恒+0.65活2+1.4左地震(84)1.3恒+0.65活2+1.4右地震(85)1.3恒+0.65活3+1.4左地震(86)1.3恒+0.65活3+1.4右地震(87)1.3恒+0.65活4+1.4左地震(88)1.3恒+0.65活4+1.4右地震(89)1.0恒+0.5活1+1.4左地震(90)1.0恒+0.5活1+1.4右地震(91)1.0恒+0.5活2+1.4左地震(92)1.0恒+0.5活2+1.4右地震(93)1.0恒+0.5活3+1.4左地震(94)1.0恒+0.5活3+1.4右地震(95)1.0恒+0.5活4+1.4左地震(96)1.0恒+0.5活4+1.4右地震(97)1.3恒+1.5吊1(98)1.3恒+1.5吊2(99)1.3恒+1.5吊3(100)1.3恒+1.5吊4(101)1.3恒+1.5吊5(102)1.3恒+1.5吊6(103)1.3恒+1.5吊7(104)1.3恒+1.5吊8(105)1.0恒+1.5吊1(106)1.0恒+1.5吊2(107)1.0恒+1.5吊3(108)1.0恒+1.5吊4(109)1.0恒+1.5吊5(110)1.0恒+1.5吊6(111)1.0恒+1.5吊7(112)1.0恒+1.5吊8(113)1.3恒+1.05活1+1.5吊1(114)1.3恒+1.05活1+1.5吊7(115)1.3恒+1.05活2+1.5吊2(116)1.3恒+1.05活2+1.5吊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恒+1.05活2+1.5右風1+1.05吊2(131)1.3恒+1.05活2+1.5左風2+1.05吊2(132)1.3恒+1.05活2+1.5右風2+1.05吊2(133)1.0恒+1.05活1+1.5左風1+1.05吊1(134)1.0恒+1.05活1+1.5右風1+1.05吊1(135)1.0恒+1.05活1+1.5左風2+1.05吊1(136)1.0恒+1.05活1+1.5右風2+1.05吊1(137)1.0恒+1.05活2+1.5左風1+1.05吊2(138)1.0恒+1.05活2+1.5右風1+1.05吊2(139)1.0恒+1.05活2+1.5左風2+1.05吊2(140)1.0恒+1.05活2+1.5右風2+1.05吊2(141)1.3恒+1.5活1+0.9左風1+1.05吊1(142)1.3恒+1.5活1+0.9右風1+1.05吊1(143)1.3恒+1.5活1+0.9左風2+1.05吊1(144)1.3恒+1.5活1+0.9右風2+1.05吊1(145)1.3恒+1.5活2+0.9左風1+1.05吊2(146)1.3恒+1.5活2+0.9右風1+1.05吊2(147)1.3恒+1.5活2+0.9左風2+1.05吊2(148)1.3恒+1.5活2+0.9右風2+1.05吊2(149)1.0恒+1.5活1+0.9左風1+1.05吊1(150)1.0恒+1.5活1+0.9右風1+1.05吊1(151)1.0恒+1.5活1+0.9左風2+1.05吊1(152)1.0恒+1.5活1+0.9右風2+1.05吊1(153)1.0恒+1.5活2+0.9左風1+1.05吊2(154)1.0恒+1.5活2+0.9右風1+1.05吊2(155)1.0恒+1.5活2+0.9左風2+1.05吊2(156)1.0恒+1.5活2+0.9右風2+1.05吊2(157)1.3恒+0.65活1+0.65吊1+1.4左地震(158)1.3恒+0.65活1+0.65吊1+1.4右地震(159)1.3恒+0.65活2+0.65吊2+1.4左地震(160)1.3恒+0.65活2+0.65吊2+1.4右地震(161)1.0恒+0.5活1+0.5吊1+1.4左地震(162)1.0恒+0.5活1+0.5吊1+1.4右地震(163)1.0恒+0.5活2+0.5吊2+1.4左地震(164)1.0恒+0.5活2+0.5吊2+1.4右地震7.地震計算信息1.左地震地震力計算質(zhì)量集中信息質(zhì)量集中節(jié)點號質(zhì)量重量(KN)154.830352.231457.9555219.159100.230110.230水平地震標準值作用底層剪力：8.048底層最小地震剪力(抗震規(guī)范5.2.5條):3.077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：0.021周期(已乘折減系數(shù))振型號周期(s)10.68620.12430.0882.右地震地震力計算質(zhì)量集中信息質(zhì)量集中節(jié)點號質(zhì)量重量(KN)254.830352.231457.9556219.159100.230110.230水平地震標準值作用底層剪力：8.048底層最小地震剪力(抗震規(guī)范5.2.5條):3.077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：0.021周期(已乘折減系數(shù))振型號周期(s)10.68520.13230.0788.內(nèi)力計算結(jié)果1.單工況內(nèi)力柱內(nèi)力工況單元I端N(kN)I端V(kN)I端M(kN.m)II端N(kN)II端V(kN)II端M(kN.m)恒荷載123.4-2.90.0-19.22.9-19.1恒荷載2112.2-37.0-163.6-100.737.0-103.2恒荷載3100.139.9180.4-85.8-39.9179.0恒荷載488.3-39.9103.2-85.439.9-175.1恒荷載585.4-39.9179.4-80.939.9-299.2恒荷載685.839.9-183.3-81.3-39.9303.2恒荷載70.50.00.0-0.0-0.00.0恒荷載80.50.00.0-0.0-0.00.0左風11-18.28.60.018.22.919.1左風12-73.139.1223.573.1-39.158.1左風13-36.810.562.836.810.9-64.7左風14-60.839.2-58.160.8-36.1125.8左風15-60.836.1-125.860.8-30.6225.8左風16-36.8-10.964.736.818.5-108.8左風170.06.74.0-0.00.0-0.0左風180.06.74.0-0.00.0-0.0右風11-10.8-6.80.010.8-8.97.2右風12-42.8-4.0-71.642.84.042.5右風13-61.4-51.7-263.161.436.1-131.9右風14-36.26.6-42.536.2-10.958.3右風15-36.210.9-58.336.2-18.4102.2右風16-61.4-36.1131.961.430.5-231.8右風170.0-6.7-4.0-0.00.0-0.0右風18-0.0-6.7-4.00.0-0.00.0左風21-12.012.20.012.08.711.5左風22-52.837.7216.452.8-37.754.7左風23-18.68.979.318.60.0-39.5左風24-43.131.1-54.743.1-25.4105.5左風25-43.125.4-105.543.1-15.3166.4左風26-18.6-0.039.518.63.2-44.3左風270.06.74.0-0.0-0.00.0左風28-0.06.74.00.00.00.0右風21-4.5-3.30.04.5-3.2-0.5右風22-22.5-5.8-80.822.55.839.0右風23-43.3-53.8-249.143.325.3-107.1右風24-18.5-1.8-39.018.5-0.037.4右風25-18.50.0-37.418.5-3.242.2右風26-43.3-25.3107.143.315.2-167.9右風27-0.0-6.7-4.00.00.0-0.0右風280.0-6.7-4.0-0.0-0.0-0.0吊1左-輪壓1-0.20.10.00.2-0.10.9吊1左-輪壓2176.9-5.9-1.1-176.95.9-41.7吊1左-輪壓335.05.838.2-35.0-5.814.0吊1左-輪壓4176.7-5.841.7-176.75.8-52.1吊1左-輪壓5-1.5-5.8-37.01.55.819.6吊1左-輪壓61.55.82.7-1.5-5.814.7吊1左-輪壓70.0-0.00.0-0.00.00.0吊1左-輪壓8-0.0-0.0-0.00.00.00.0吊1右-輪壓10.4-0.40.0-0.40.4-2.4吊1右-輪壓234.5-5.6-37.0-34.55.6-2.9吊1右-輪壓3176.75.91.2-176.7-5.952.0吊1右-輪壓435.0-5.92.9-35.05.9-13.6吊1右-輪壓51.4-5.9-3.1-1.45.9-14.6吊1右-輪壓6-1.45.937.21.4-5.9-19.5吊1右-輪壓70.0-0.0-0.0-0.00.0-0.0吊1右-輪壓8-0.00.00.00.0-0.0-0.0吊1左-剎車力1-0.90.70.00.9-0.74.8吊1左-剎車力2-1.49.773.01.4-9.7-2.9吊1左-剎車力32.310.174.5-2.3-10.116.8吊1左-剎車力4-2.310.52.92.3-10.515.9吊1左-剎車力5-2.310.5-15.92.3-0.226.7吊1左-剎車力62.310.1-16.8-2.30.226.6吊1左-剎車力7-0.00.00.00.0-0.0-0.0吊1左-剎車力8-0.0-0.0-0.00.00.0-0.0吊1右-剎車力10.9-0.70.0-0.90.7-4.8吊1右-剎車力21.4-9.7-73.0-1.49.72.9吊1右-剎車力3-2.3-10.1-74.52.310.1-16.8吊1右-剎車力42.3-10.5-2.9-2.310.5-15.9吊1右-剎車力52.3-10.515.9-2.30.2-26.7吊1右-剎車力6-2.3-10.116.82.3-0.2-26.6吊1右-剎車力70.0-0.0-0.0-0.00.00.0吊1右-剎車力80.00.00.0-0.0-0.00.0左地震1-0.30.3-0.00.3-0.32.1左地震2-0.94.231.60.9-4.2-2.2左地震31.24.030.9-1.2-4.05.0左地震4-1.23.72.21.2-3.75.3左地震5-1.22.8-5.31.2-2.813.4左地震61.23.0-5.0-1.2-3.013.4左地震7-0.00.00.00.0-0.0-0.0左地震80.00.00.0-0.0-0.0-0.0右地震10.3-0.3-0.0-0.30.3-2.1右地震20.9-4.2-31.6-0.94.22.5右地震3-1.2-4.0-30.91.24.0-5.0右地震41.2-3.7-2.5-1.23.7-5.3右地震51.2-2.95.3-1.22.9-13.4右地震6-1.2-2.95.01.22.9-13.4右地震70.0-0.0-0.0-0.00.0-0.0右地震8-0.0-0.0-0.00.00.0-0.0梁內(nèi)力工況號單元號I端N(kN)I端V(kN)I端M(kN.m)II端N(kN)II端V(kN)II端M(kN.m)恒荷載14.718.919.1-1.712.70.0恒荷載244.078.3299.3-41.8-35.0140.1恒荷載341.735.0-140.1-39.92.2213.4恒荷載441.8-35.3-138.8-44.178.6-303.3恒荷載539.91.8-213.4-41.835.4138.8左風111.1-18.4-19.1-1.1-12.20.0左風12-26.9-59.5-229.826.918.4-72.5左風13-26.9-18.572.526.9-2.8-103.9左風14-27.112.179.527.1-35.4104.7左風15-27.00.1103.927.0-12.1-79.5右風11-9.9-9.8-7.29.9-7.50.0右風12-27.0-34.9-98.127.011.5-82.0右風13-27.0-11.682.027.0-0.5-104.2右風14-26.918.970.726.9-60.0235.8右風15-26.9-2.2104.226.9-19.0-70.7左風217.5-12.7-11.5-7.5-9.00.0左風22-10.8-42.6-170.510.813.4-46.7左風23-10.7-13.446.710.7-1.7-70.0左風24-10.96.655.510.9-18.140.3左風25-10.90.770.010.9-6.6-55.5右風21-3.6-4.20.53.6-4.40.0右風22-10.8-17.9-38.110.86.4-56.4右風23-10.8-6.456.410.80.5-70.3右風24-10.713.546.410.7-42.8172.0右風25-10.7-1.670.310.7-13.5-46.4吊1左-輪壓1-0.2-0.1-0.90.20.10.0吊1左-輪壓25.7-1.8-19.6-5.71.86.0吊1左-輪壓35.7-1.8-6.0-5.71.8-1.0吊1左-輪壓45.9-1.25.7-5.91.2-14.7吊1左-輪壓55.9-1.21.0-5.91.2-5.7吊1右-輪壓10.40.42.4-0.4-0.40.0吊1右-輪壓26.01.114.6-6.0-1.1-5.7吊1右-輪壓36.01.25.7-6.0-1.2-1.1吊1右-輪壓45.81.8-5.9-5.8-1.819.5吊1右-輪壓55.81.71.1-5.8-1.75.9吊1左-剎車力1-0.8-0.8-4.80.80.80.0吊1左-剎車力2-0.3-2.3-26.70.32.39.2吊1左-剎車力3-0.3-2.3-9.20.32.30.1吊1左-剎車力4-0.0-2.39.00.02.3-26.6吊1左-剎車力5-0.0-2.3-0.10.02.3-9.0吊1右-剎車力10.80.84.8-0.8-0.80.0吊1右-剎車力20.32.326.7-0.3-2.3-9.2吊1右-剎車力30.32.39.2-0.3-2.3-0.1吊1右-剎車力40.02.3-9.0-0.0-2.326.6吊1右-剎車力50.02.30.1-0.0-2.39.0左地震10.3-0.3-2.1-0.30.3-0.0左地震2-1.7-1.1-13.41.71.14.7左地震3-0.7-1.2-4.70.71.2-0.3左地震41.9-1.14.8-1.91.1-13.4左地震50.8-1.20.3-0.81.2-4.8右地震1-0.30.32.10.3-0.3-0.0右地震21.81.113.4-1.8-1.1-4.7右地震30.71.24.7-0.7-1.20.3右地震4-1.91.1-4.81.9-1.113.4右地震5-0.81.2-0.30.8-1.24.89.節(jié)點位移恒荷載工況下節(jié)點位移（mm）節(jié)點號X向位移Y向位移1-8.470.102-8.480.223-9.290.27410.760.245-2.390.3464.260.3270.3956.9881.4956.7690.9469.27103.420.3411-1.440.32活荷載工況下節(jié)點位移（mm）節(jié)點號X向位移Y向位移1-4.950.082-4.960.133-5.400.1646.530.145-1.200.2162.630.1970.4233.3481.0133.2990.7140.08102.320.2111-0.800.19節(jié)點側(cè)向（水平向）位移(mm)工況節(jié)點δx節(jié)點δx左風1114.74214.73左風1318.8548.42左風1519.76616.35左風1718.38817.87左風1918.061018.08左風11120.85120.00左風1130.00140.00右風11-7.072-7.03右風13-10.604-21.24右風15-19.276-22.71右風17-20.818-21.33右風19-20.9910-23.99右風111-21.17120.00右風1130.00140.00左風2114.35214.31左風2318.39410.52左風2520.34617.94左風2719.40819.03左風2919.151019.61左風21121.64120.00左風2130.00140.00右風21-7.612-7.60右風23-11.274-19.34右風25-18.976-21.38右風27-20.078-20.44右風29-20.1810-22.75右風211-20.67120.00右風2130.00140.00吊1左-剎車力15.6425.64吊1左-剎車力37.7747.82吊1左-剎車力510.53610.54吊1左-剎車力710.61810.61吊1左-剎車力910.541011.33吊1左-剎車力1111.31120.00吊1左-剎車力130.00140.00吊1右-剎車力1-5.642-5.64吊1右-剎車力3-7.774-7.82吊1右-剎車力5-10.536-10.54吊1右-剎車力7-10.618-10.61吊1右-剎車力9-10.5410-11.33吊1右-剎車力11-11.31120.00吊1右-剎車力130.00140.00左地震12.4622.46左地震33.3943.37左地震54.6964.69左地震74.7484.74左地震94.70105.09左地震115.09120.00左地震130.00140.00右地震1-2.452-2.45右地震3-3.394-3.37右地震5-4.696-4.69右地震7-4.738-4.73右地震9-4.7010-5.09右地震11-5.09120.00右地震130.00140.0010.構(gòu)件設計結(jié)果匯總鋼柱驗算結(jié)果柱號應力比剪應力比平面內(nèi)穩(wěn)定平面外穩(wěn)定腹板高厚比翼緣寬厚比平面內(nèi)長細比平面外長細比質(zhì)量(kg)狀態(tài)10.280.070.260.2746.6712.2050.05105.70346.1通過20.610.110.590.5056.8010.6361.7687.47954.1通過30.640.120.620.5656.8010.6361.96109.331192.6通過40.520.110.530.4356.8010.6361.7621.87238.6通過50.950.130.900.7646.8010.6394.2235.35375.8通過60.960.130.910.7746.8010.6391.7435.35375.8通過70.080.050.070.0330.6710.8828.4127.1638.3通過80.080.050.070.0330.6710.8828.4127.1638.3通過鋼梁驗算結(jié)果梁號應力比剪應力比平面內(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)10.280.170.240.1946.6712.20324.0通過20.950.300.860.8871.508.64705.2通過30.790.110.720.9265.258.64351.4通過40.960.310.870.9071.508.64705.2通過50.790.110.720.9265.258.64351.4通過11.構(gòu)件設計結(jié)果

1.鋼柱1

設計結(jié)果截面類型=16;布置角度=0;計算長度：Lx=6.60,Ly=6.60;長細比：λx=50.1,λy=105.7

構(gòu)件長度=6.60;計算長度系數(shù):Ux=1.00Uy=1.00

抗震等級:四級

截面參數(shù):B1=250,B2=250,H=300,Tw=6,T1=10,T2=10

軸壓截面分類:X軸:b類,Y軸:c類

構(gòu)件鋼號：Q355

寬厚比等級:S4

驗算規(guī)范:門規(guī)GB51022-2015

\I端II端組合MNVMNV10.0030.40-3.76-24.83-25.013.7620.0055.14-7.08-46.73-49.757.0830.0055.14-7.08-46.73-49.757.0840.0030.40-3.76-24.83-25.013.7650.0023.39-2.89-19.10-19.242.8960.0048.13-6.21-41.00-43.976.2170.0048.13-6.21-41.00-43.976.2180.0023.39-2.89-19.10-19.242.8990.003.119.213.862.298.04100.0014.25-13.89-14.05-8.86-9.63110.0012.4714.53-7.60-7.0716.83120.0023.60-8.77-25.54-18.20-1.03130.00-3.9110.089.598.067.17140.007.24-13.02-8.32-3.08-10.50150.005.4515.40-1.87-1.3015.96160.0016.58-7.90-19.81-12.43-1.90170.0014.034.02-7.62-8.636.33180.0020.71-9.84-18.36-15.32-4.27190.0019.647.21-14.49-14.2411.60200.0026.32-6.77-25.26-20.920.89210.0038.770.70-29.51-33.379.65220.0045.45-13.16-40.26-40.05-0.96230.0044.383.90-36.39-38.9814.92240.0051.06-10.08-47.15-45.664.20250.0038.770.70-29.51-33.379.65260.0045.45-13.16-40.26-40.05-0.96270.0044.383.90-36.39-38.9814.92280.0051.06-10.08-47.15-45.664.20290.0014.034.02-7.62-8.636.33300.0020.71-9.84-18.36-15.32-4.27310.0019.647.21-14.49-14.2411.60320.0026.32-6.77-25.26-20.920.89330.007.014.89-1.89-2.865.46340.0013.70-8.97-12.63-9.54-5.14350.0012.638.08-8.76-8.4710.74360.0019.30-5.90-19.53-15.150.02370.0031.751.57-23.78-27.608.78380.0038.44-12.29-34.53-34.28-1.82390.