南泥湾大道交通服务站罩棚钢结构计算书0525.docx

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1、南泥湾大道交通服务站罩棚结构计算书目录1设计依据22软件信息23结构信息23.1 总体信息23.2 几何信息23.3 计算参数103.4 设计参数114计算简图H5材料信息125.1 材料特性125.2 材料统计126荷载与组合146.1 工况信息146.2 荷载信息146.3 荷载组合207周期与振型207.1周期与质量参与系数208线性计算结果218.1 线性反力218.2 线性内力328.3 线性位移409验算结果411.1 杆件应力比限值分布图411.2 杆件应力比分布图421.3 杆件验算结果云图441设计依据(GB5501-2021)(GB50017-2017)(GB50009-2

2、012)(GB50011-2010) (2016 年版)(GB55002-2021)(GB50068-2018)(GB50661-2011)(JGJ82-2011)工程结构通用规范钢结构设计标准建筑结构荷载规范建筑抗震设计规范建筑与市政工程抗震通用规范建筑结构可靠性设计统一标准钢结构焊接规范钢结构高强度螺栓连接技术规程2软件信息3D3SDesign2021.5（上海同磊土木工程技术有限公司）3 结构信息3.1 总体信息节点总数62支座总数14单元总数100材料种类2截面种类6荷载工况43.2 几何信息节点编号图(整体)节点信息表节点号X坐标(m)y坐标(m)z坐标(m)备注节点号X坐标(m)y

3、坐标(m)z坐标(m)备注175.03536.1700.000支座1275.03536.1706.273375.03425.1706.273475.03425.8700.000支座1575.03425.8706.273666.23525.1705.100766.23525.8700.000支座1866.23525.8705.100975.03536.8700.000支座11075.03536.8706.2731166.23536.1700.000支座11266.23536.1705.1001366.23536.8700.000支座11466.23536.8705.1001557.43536.8

4、710.000支座11657.43536.8716.2731757.43536.1710.000支座11857.43536.1716.2731957.43425.8710.000支座12057.43425.8716.2732157.43425.1716.2732245.43422.8206.6002345.43422.8206.000支座22457.43422.8206.2732557.43422.8207.5002645.43429.8206.6002745.43429.8206.000支座22857.43529.8206.2732957.43529.8207.5003076.73536.1

5、706.5003176.73425.8706.5003255.73436.1716.5003355.73425.8716.5003455.73429.8206.5003555.73322.8206.5003676.73425.1706.5003776.73421.5206.5003876.73536.8706.5003976.73540.5206.5004055.73425.1716.5004155.73436.8716.5004255.73440.5216.5004366.23521.5205.1004466.23531.0205.1004566.23540.5205.1004657.435

6、40.5206.2734757.43531.0216.2734857.43421.5206.2734975.03540.5206.2735075.03531.0206.2735175.03421.5206.2735255.73321.5216.5005355.73431.0216.5005476.73531.0206.5005551.43429.8207.0505651.43422.8207.0505757.43425.1713.1005866.23525.1703.1005975.03425.1703.1006057.43425.1710.000支座16166.23525.1700.000支

7、座16275.03425.1700.000支座1单元编号图(整体)单元信息表(注：等肢角钢的2、3轴分别对应U、V轴)单元号截面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(XlOW)绕3釉惯性矩(10lmm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放1矩200x200x8x8Q235B6.2736144.003781.433781.431.0331.0352矩200x200x8x8Q235B3.1006144.003781.433781.431.7001.7863矩200x200x8x8Q235B6.2736144.OO3781.433781.431.0331.0354矩

8、200x200x8x8Q235B2.OOO6144.003781.433781.432.6352.7695矩200x200x8x8Q235B5.1006144.003781.433781.431.0331.0866矩200x200x8x8Q235B6.2736144.003781.433781.431.0331.0357矩200x200x8x8Q235B5.1006144.003781.433781.431.0331.0868矩200x200x8x8Q235B5.1006144.OO3781.433781.431.0331.0869矩200x200x8x8Q235B6.2736144.0037

9、81.433781.431.0331.03510矩200x200x8x8Q235B6.2736144.003781.433781.431.0331.03511矩200x200x8x8Q235B6.2736144.003781.433781.431.0331.03512矩200x200x8x8Q235B3.1006144.003781.433781.432.0912.09513矩200x200x8x8Q235B0.6006144.003781.433781.433.5472.87314矩200x200x8x8Q235B1.2276144.003781.433781.432.8372.450R2K

10、315矩200x200x8x8Q235B0.6006144.003781.433781.433.5472.87316矩200x200x8x8Q235B1.2276144.003781.433781.432.8372.450R2R317H400x200x6x8Q355B3.6505504.OO1067.3615125.981.0001.00018H300x200x6x8Q355B1.7164904.OO1067.187968.141.0006.17419H300x200x6x8Q355B8.8784904.OO1067.187968.141.0001.193R2R32011300x200x6x8

11、Q355B1.7154904.OO1067.187968.141.0006.17721H300x200x6x8Q355B1.7164904.OO1067.187968.141.0001.000R2R3R2R322H300x200x6x8Q355B1.7164904.OO1067.187968.141.0001.000K2R3R2R323H300x200x6x8Q355B3.6504904.OO1067.187968.141.0001.000R2R3R2R324H300x200x6x8Q355BO.7004904.OO1067.187968.141.0001.000R2R3R2R32511300

12、x200x6x8Q355BO.7004904.OO1067.187968.141.0001.000R2R3R2R326H300x200x6x8Q355B3.6504904.OO1067.187968.141.0001.000R2R3R2R327H300x200x6x8Q355B8.8784904.OO1067.187968.141.0001.193R2R328H300x200x6x8Q355BO.7004904.OO1067.187968.141.0001.000R2R3R2R329H300x200x6x8Q355BO.7004904.OO1067.187968.141.0001.000R2R

13、3R2R330H300x200x6x8Q355B3.6504904.OO1067.187968.141.0001.000R2R3R2R331H300x200x6x8Q355B1.7154904.OO1067.187968.141.0006.17732H300x200x6x8Q355B8.8784904.OO1067.187968.141.0001.193R2R33311300x200x6x8Q355B1.7164904.OO1067.187968.141.0006.17434H300x200x6x8Q355B8.8784904.OO1067.187968.141.0001.193R2R335H

14、300x200x6x8Q355B2.3514904.OO1067.187968.141.0001.553R2R336H300x200x6x8Q355B1.3004904.OO1067.187968.141.0002.809R2R337H300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.193R2R338H300x200x6x8Q355B1.7164904.OO1067.187968.141.0006.17539H300x200x6x8Q355B1.7154904.OO1067.187968.141.0006.17640H300x200x6x8Q3

15、55B8.8784904.OO1067.187968.14O.5631.193R2R34111300x200x6x8Q355B5.1504904.OO1067.187968.141.0001.000R2R3R2R342H300x200x6x8Q355B1.2014904.OO1067.187968.141.0004.289R2R343H300x200x6x8Q355B3.9494904.OO1067.187968.141.0001.304R2R344H300x200x6x8Q355B5.1504904.OO1067.187968.141.0001.000R2R3R2R345H300x200x6

16、x8Q355B5.1504904.OO1067.187968.141.0001.000R2R3R2R346H300x200x6x8Q355B7.OOO4904.OO1067.187968.141.0001.00047H300x200x6x8Q355B7.OOO4904.OO1067.187968.141.0001.00048H450x200x6xl2Q355B6.0177356.OO1600.7726892.481.0002.OOO49H450x200x6xl2Q355B6.0177356.OO1600.7726892.481.0002.OOO50H300x200x6x8Q355B8.8784

17、904.OO1067.187968.14O.5631.00051H300x200x6x8Q355B1.7154904.OO1067.187968.141.0001.00052H300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.0005311300x200x6x8Q355B1.7154904.OO1067.187968.141.0001.00054H300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.00055H300x200x6x8Q355B1.7164904.OO1067.187968.141.00

18、01.0005611300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.00057H300x200x6x8Q355B1.7164904.OO1067.187968.141.0001.00058H300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.00059H300x200x6x8Q355B1.7164904.OO1067.187968.141.0001.00060H300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.00061H300x200x6x8Q355

19、B1.7164904.OO1067.187968.141.0001.00062H300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.00063H300x200x6x8Q355B1.7154904.OO1067.187968.141.0001.0006411300x200x6x8Q355B8.8784904.OO1067.187968.14O.5631.00065H300x200x6x8Q355B1.7154904.OO1067.187968.141.0001.00066H400x200x6x8Q355B3.6505504.OO1067.361512

20、5.981.0001.00067H400x200x6x8Q355BO.7005504.OO1067.3615125.981.0001.00068H400x200x6x8Q355B5.1505504.OO1067.3615125.981.0002.OOO69H400x200x6x8Q355B5.1505504.OO1067.3615125.981.0002.OOO70H400x200x6x8Q355BO.7005504.OO1067.3615125.981.0001.00071H400x200x6x8Q355B3.6505504.OO1067.3615125.981.0001.00072H450

21、x200x6xl2Q355B3.6507356.OO1600.7726892.481.0001.00073H450x200x6xl2Q355BO.7007356.OO1600.7726892.481.0001.00074H450x200x6xl2Q355B5.1507356.OO1600.7726892.481.0001.23375H450x200x6xl2Q355B1.2017356.OO1600.7726892.481.0005.28976H450x200x6xl2Q355B3.9497356.OO1600.7726892.481.0001.00077H450x200x6xl2Q355BO

22、.7007356.OO1600.7726892.481.0001.00078H450x200x6xl2Q355B2.3517356.OO1600.7726892.481.0001.00079H450x200x6xl2Q355B1.3007356.OO1600.7726892.481.0001.0008011400x200x6x8Q355B3.6505504.OO1067.3615125.981.0001.00081H400x200x6x8Q355BO.7005504.OO1067.3615125.981.0001.00082H400x200x6x8Q355B5.1505504.OO1067.3

23、615125.981.0002.00083H400x200x6x8Q355B5.1505504.OO1067.3615125.981.0002.OOO84H400x200x6x8Q355BO.7005504.OO1067.3615125.981.0001.00085H300x200x6x8Q355B7.OOO4904.OO1067.187968.141.0001.000R2R3R2R386H450x200x6xl2Q355B6.0177356.OO1600.7726892.481.0002.OOO8711450x200x6x12Q355B6.0177356.OO1600.7726892.481

24、.0002.OOO88矩200x200x8x8Q235B3.1736144.003781.433781.432.0432.0468920Q235B9.231314.160.790.791.0001.000R1R2R3R2R39020Q235B9.230314.160.790.791.0001.000R1R2R3R2R39120Q235B9.230314.160.790.791.0001.000R1R2R3R2R39220Q235B9.231314.160.790.791.0001.000R1R2R3R2R39320Q235B10.263314.160.790.791.0001.000R1R2R

25、3R2R39420Q235B10.263314.160.790.791.0001.000R1R2R3R2R39520Q235B10.264314.160.790.791.0001.000R1R2R3R2R39620Q235B10.264314.160.790.791.0001.000R1R2R3R2R397矩120x120x5x5Q235B8.8002300.OO507.92507.921.0001.000K2R3R2R398矩120x120x5x5Q235B8.8002300.OO507.92507.921.0001.000R2R3R2R399矩200x200x8x8Q235B3.10061

26、44.003781.433781.432.0912.095100矩200x200x8x8Q235B3.1736144.003781.433781.432.0432.046截面编号图(整体)截面信息表截面编号截面类型截面名称构件总数1焊接对称工字型截面H450x200x6xl2122焊接对称工字型截面H400x200x6x8123焊接对称工字型截面H300x200x6x8474矩形管截面矩200x200x8x8195矩形管截面矩120x120x5x526圆形截面2083.3 计算参数(1)动力特性计算计算振型数：9振型类型：特征向量(2)线性计算梁单元属性：一般梁单元（欧拉梁）梁抗扭惯性矩：自由

27、扭转惯性矩考虑P-/二阶效应：否3.4 设计参数结构重要性系数：LOOO支撑临界角：15.000。4 计算简图计完简图（整体）注：蓝色单元为普通单元，绿色单元为连接单元，绿色实心圆为支座，黄色实心圆为主从节点的主节点支座信息表（单位：刚度：kN/mmkN*mmrad位移：mmrad）支座类型平动1平动2T-3转动Rl转动R2转动R31刚性刚性刚性刚性刚性刚性2无刚性刚性无无无5材料信息5.1材料特性名称材料弹性模量(kNmm2)泊松比线膨胀系数设计强度(MPa)质量密度(kgmm3)Q235B-1Q235206.0000.3001.20e-05按规范7.85e-06Q355B-1Q355206

28、.0000.3001.20e-05按规范7.85e-065.2材料统计钢汇总表序号截面材性数量长度(In)重量(kg)1H300x200x6x8Q355B-147210.7368112.5802H400x200x6x8Q355B-11238.0001641.8613H450x200x6xl2Q355B-11243.0692486.9794矩120x120x5x5Q235B-1217.600317.7685矩200x200x8x8Q235B-11974.2403580.622620Q235B-1877.977192.302100根461.622m16332kg6荷载与组合6.1 工况信息序号工况

29、号荷载类型自重系数荷载说明10恒121活032风043风06.2 荷载信息(1)单元荷载列表(力：kN;分布力：kN/m；弯矩：kN.m；分布弯矩：kN.mm)序号荷载类型工况类型方向数值QlQ2XlX21恒0Z绝对-1.000-1.0000.0000.000(2)杆件导荷载列表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m)序号荷载类型工况导荷方式体型系数面荷载值(基本风压)1恒0单向杆件一0.5002活1单向杆件-0.6003风2单向杆件-2.0000.4004风3单向杆件1.0000.4006.2.1恒荷载621.1恒荷载O恒荷载O单元荷载单元荷载表恒荷载工况O单元

30、荷载分布图（整体）恒荷载O杆件导荷载杆件荷载表序号导荷方式面荷载值kNm2不均匀分布1单向杆件0.500否恒荷载工况。杆件导荷载分布图(整体)6.2.2 活荷载6.2.2.1 活荷载1(1)活荷载1杆件导荷载杆件荷载表序号导荷方式面荷载值kNm2不均匀分布1单向杆件0.600否活荷载工况1杆件导荷载分布图（整体）6.2.3 风荷载6.2.3.1 基本参数基本风压：0.40（kNm2）地面粗糙度：C风计算用规范：建筑结构荷载规范（GB50009-2012）风荷载计算用阻尼比：0.01参考点高度ZO（m）：0.00风荷载参数高度Gn）UZ（修正前）nz（修正后）Bz6.390.6501.000.6

31、501.60说明：PZ为风压高度变化系数，n为风压高度变化修正系数，BZ为风振系数，BgZ为阵风系数（计算围护结构用）6.23.2风荷载2(1)风荷载2杆件导荷载杆件荷载表序号导荷方式基本风压(kN/nOI体型系数I风振系数1单向杆件0.400-2.000自动计算风荷载工况2体型系数分布图(整体)6.2.33风荷载3(1)风荷载3杆件导荷载杆件荷载表序号导荷方式基本风压(kNm2)体型系数风振系数1单向杆件0.4001.000自动计算风荷载工况3体型系数分布图(整体)6.2.4 地震作用计算依据：建筑抗震设计规范(GB50011-2010)(2016年版)地震烈度：6度0.05g场地类别：H类

32、设计地震分组：第一组特征周期值(s)：0.35多遇水平地震影响系数最大值：0.04罕遇水平地震影响系数最大值：0.28计算振型数：9结构阻尼比：0.04周期折减系数：0.7按双向地震作用考虑耦联：否振型组合方法：CQC计算竖向地震作用：否6.3 荷载组合(1) 1. 300 恒载1.50活载1(2) 1.300 恒载 + L 50 风载 2(3) 1. 300 恒载1.50风载3(4) 1. 300 恒载1.50 活载 1 + 1.500. 60风载21.300 恒载 + L 50 活载 1 + 1.500. 60风载3(6) 1. 300 恒载1.50 X 0.70 活载 11.50风载2(

33、7) 1. 300 恒载1.50 X 0.70 活载 11.50风载3(8)1. 300恒载+ 1.50 X 0.70 活载 1+ 1.50 X 0.60 风载 2(9) 1. 300 恒载1.50 X 0.70 活载 11.50 X 0.60 风载 3(10) 1.300恒载+ 1.30 X 0.50活载1 + 1.400水平地震(11) 1.000 恒载1.50风载2(12) 1.000 恒载1.50风载3(13) 1.000 恒载1.00X0.50活载1+1.400水平地震7 周期与振型7.1 周期与质量参与系数振型周期(三)X向质量参与系数丫向质量参与系数Z向质量参与系数10.9208

34、5.569%0.105%0.002%20.8255.482%3.088%0.001%30.7570.450%62.905%0.011%40.6093.224%21.166%0.012%50.4220.703%1.825%0.005%60.3583.297%0.033%0.012%70.3390.753%0.245%4.024%80.3270.005%0.028%2.553%90.3210.001%0.203%0.106%ril99.483%89.598%6.726%8 线性计算结果8.1 线性反力支座节点编号图（整体）8.1.1 最不利反力线性组合最不利反力表（标准值）（单位：kN、kN.m）

35、节点号控制组合号蛆合序号NlN2N3MlM2M362Nl最1021.989-80.6550.3324.7040.246大0.60662N2最大1041.0570.18584.0241.0562.2490.29362N3最大710.3861.64095.3503.2820.2810.00662Ml最大1030.2652.41269.0506.1941.2640.19462M2最大1021.9890.60680.6550.3324.7040.24662M3最大1041.0570.18584.0241.0562.2490.29362合力最大710.3861.64095.3503.2820.2810.00662Nl最小101