非机动车坡道设计计算书（202243P）

1、浙江头门港经济开发区安居工程二期设计非机动车坡道设计计算书计算:葛伟伟校核:郭才才祥审核:李俊俊民天尚设计集集团有限限公司二二二年年六月目 录录TOC o 1-3 f 0 h z u HYPERLINK l _Toc106267440 1设计依据据 PAGEREF _Toc106267440 h 3 HYPERLINK l _Toc106267441 2软件信息息 PAGEREF _Toc106267441 h 3 HYPERLINK l _Toc106267442 3结构信息息 PAGEREF _Toc106267442 h 3 HYPERLINK l _Toc106267443 3.1总体

2、体信息 PAGEREF _Toc106267443 h 33 HYPERLINK l _Toc106267444 3.2几何何信息 PAGEREF _Toc106267444 h 44 HYPERLINK l _Toc106267445 3.3计算算参数 PAGEREF _Toc106267445 h 66 HYPERLINK l _Toc106267446 3.4设计计参数 PAGEREF _Toc106267446 h 66 HYPERLINK l _Toc106267447 4计算简图图 PAGEREF _Toc106267447 h 7 HYPERLINK l _Toc10626744

3、8 5材料信息息 PAGEREF _Toc106267448 h 7 HYPERLINK l _Toc106267449 5.1材料料特性 PAGEREF _Toc106267449 h 88 HYPERLINK l _Toc106267450 5.2材料料统计 PAGEREF _Toc106267450 h 88 HYPERLINK l _Toc106267451 6荷载与组组合 PAGEREF _Toc106267451 h 8 HYPERLINK l _Toc106267452 6.1工况况信息 PAGEREF _Toc106267452 h 88 HYPERLINK l _Toc106

4、267453 6.2荷载载信息 PAGEREF _Toc106267453 h 99 HYPERLINK l _Toc106267454 6.3荷载载组合 PAGEREF _Toc106267454 h 115 HYPERLINK l _Toc106267455 7周期与振振型 PAGEREF _Toc106267455 h 166 HYPERLINK l _Toc106267456 7.1周期期与质量量参与系系数 PAGEREF _Toc106267456 h 166 HYPERLINK l _Toc106267457 8线性计算算结果 PAGEREF _Toc106267457 h 116

5、 HYPERLINK l _Toc106267458 8.1线性性反力 PAGEREF _Toc106267458 h 116 HYPERLINK l _Toc106267459 8.2线性性内力 PAGEREF _Toc106267459 h 225 HYPERLINK l _Toc106267460 8.3线性性位移 PAGEREF _Toc106267460 h 331 HYPERLINK l _Toc106267461 9验算结果果 PAGEREF _Toc106267461 h 32 HYPERLINK l _Toc106267462 9.1杆件件应力比比限值分分布图 PAGEREF

6、 _Toc106267462 h 332 HYPERLINK l _Toc106267463 9.2杆件件应力比比分布图图 PAGEREF _Toc106267463 h 33 HYPERLINK l _Toc106267464 9.3杆件件验算结结果云图图 PAGEREF _Toc106267464 h 34 HYPERLINK l _Toc106267465 结构防火设设计计算算书 PAGEREF _Toc106267465 h 388 HYPERLINK l _Toc106267466 1,设计依依据 PAGEREF _Toc106267466 h 388 HYPERLINK l _To

7、c106267467 2、设计参参数 PAGEREF _Toc106267467 h 388 HYPERLINK l _Toc106267468 3、火灾下下的温度度工况内内力表 PAGEREF _Toc106267468 h 338 HYPERLINK l _Toc106267469 4、组合内内力表 PAGEREF _Toc106267469 h 338 HYPERLINK l _Toc106267470 4.1荷载载组合 PAGEREF _Toc106267470 h 338 HYPERLINK l _Toc106267471 4.2组合合内力 PAGEREF _Toc106267471

8、 h 339 HYPERLINK l _Toc106267472 5、设计结结果表 PAGEREF _Toc106267472 h 339 HYPERLINK l _Toc106267473 1）膨胀型型 PAGEREF _Toc106267473 h 39 HYPERLINK l _Toc106267474 2）非膨胀胀型 PAGEREF _Toc106267474 h 411设计依据工程结构构通用规规范 （GGB55501-20221）钢结构设设计标准准 (GGB5000177-20017)建筑结构构荷载规规范 (GBB500009-20112)建筑抗震震设计规规范 (GBB500011-

9、20110)(20116年版版)建筑与市市政工程程抗震通通用规范范 （GBB550002-20221）建筑地基基基础设设计规范范 (GGB5000077-20011)建筑结构构可靠性性设计统统一标准准 (GGB5000688-20018)钢管混凝凝土结构构技术规规范 (GBB509936-20114)钢管混凝凝土结构构设计规规程 (CEECS 28:20112)矩形钢管管混凝土土结构技技术规程程 (CCECSS1599-20004)钢结构焊焊接规范范 (GGB5006611-20011)钢结构高高强度螺螺栓连接接技术规规程 (JGGJ822-20011)软件信息3D3S Dessignn 20

10、021.5（上上海同磊磊土木工工程技术术有限公公司）结构信息总体信息节点总数92支座总数24单元总数1211材料种类1截面种类3荷载工况5几何信息节点编号图图（整体体）单元编号图图（整体体）截面编号图图（整体体）计算参数(1)动力力特性计计算计算振型数数: 99振型类型: 特征征向量(2)线性性计算梁单元属性性: 一一般梁单单元（欧欧拉梁）梁抗扭惯性性矩: 自由扭扭转惯性性矩考虑P - / 二二阶效应应：否设计参数结构重要性性系数：1.0000支撑临界角角：155.0000抗震等级结构类型抗震等级构造措施的的抗震等等级钢框架三级三级计算简图计算简图（整整体）注：蓝色单单元为普普通单元元，绿色色

11、单元为为连接单单元，绿绿色实心心圆为支支座，黄黄色实心心圆为主主从节点点的主节节点支座信息表表（单位位: 刚刚度：kkN/mmm kN*mm/radd 位位移：mmm rrad）支座类型平动1平动2平动3转动R1转动R2转动R31刚性刚性刚性无无刚性材料信息材料特性名称材料弹性模量(kN/mm22)泊松比线膨胀系数数设计强度(MPaa)质量密度(kg/mm33)Q235BB-1Q235206.00000.30001.20ee-0005按规范7.85ee-0006材料统计钢汇总表序号截面材性数量长度(m)重量(kgg)1矩80 x880 x44x4Q235BB-12028.6000273.000

12、42矩120 xx80 xx6x66Q235BB-15360.50001071.43113矩120 xx1200 x6xx6Q235BB-14853.52201149.4811121 根根142.6620 m2494 kg荷载与组合合工况信息序号工况号荷载类型自重系数荷载说明10恒121活032风043风054风0荷载信息(1)杆件件导荷载载列表(力：kkN；分分布力：kN/m；弯弯矩：kkN.mm；分布布弯矩：kN.m/mm)序号荷载类型工况导荷方式体型系数面荷载值(基本风风压)1恒0双向节点-0.60002恒0双向节点-0.60003恒0双向节点-0.60004活1双向节点-0.50005

13、风2双向节点-0.60000.85006风2双向节点1.30000.85007风2双向节点-0.70000.85008风3双向节点-1.30000.85009风3双向节点-1.30000.850010风3双向节点-1.50000.850011风4双向节点0.80000.850012风4双向节点-0.50000.850013风4双向节点-0.70000.8500恒荷载恒荷载0(1)恒荷荷载0杆杆件导荷荷载杆件荷载表表序号导荷方式面荷载值kkN/mm2不均匀分布布1双向节点0.6000否2双向节点0.6000否3双向节点0.6000否恒荷载工况况0杆件件导荷载载分布图图（整体体）活荷载活荷载1(1

14、)活荷荷载1杆杆件导荷荷载杆件荷载表表序号导荷方式面荷载值kkN/mm2不均匀分布布1双向节点0.5000否活荷载工况况1杆件件导荷载载分布图图（整体体）风荷载基本参数基本风压：0.885(kkN/mm2)地面粗糙度度：B风计算用规规范：建建筑结构构荷载规规范(GB5500009-220122)风荷载计算算用阻尼尼比：00.022参考点高度度Z0（mm）：00.000风荷载参数数高度(m)z（修正正前）z（修正正后）z0.55881.001.001.001.202.231.001.001.001.65说明：zz为风压压高度变变化系数数，为为风压高高度变化化修正系系数，z为风风振系数数，ggz为

15、阵阵风系数数（计算算围护结结构用）风荷载2(1)风荷荷载2杆杆件导荷荷载杆件荷载表表序号导荷方式基本风压(kN/m2)体型系数风振系数1双向节点0.8500-0.6000自动计算2双向节点0.85001.3000自动计算3双向节点0.8500-0.7000自动计算风荷载工况况2体型型系数分分布图（整整体）风荷载3(1)风荷荷载3杆杆件导荷荷载杆件荷载表表序号导荷方式基本风压(kN/m2)体型系数风振系数1双向节点0.8500-1.3000自动计算2双向节点0.8500-1.3000自动计算3双向节点0.8500-1.5000自动计算风荷载工况况3体型型系数分分布图（整整体）风荷载4(1)风荷荷

16、载4杆杆件导荷荷载杆件荷载表表序号导荷方式基本风压(kN/m2)体型系数风振系数1双向节点0.85000.8000自动计算2双向节点0.8500-0.5000自动计算3双向节点0.8500-0.7000自动计算风荷载工况况4体型型系数分分布图（整整体）地震作用计算依据：建筑筑抗震设设计规范范(GGB5000111-20010)(20016年年版)地震烈度：6度00.055g场地类别：类设计地震分分组：第第一组特征周期值值(s)：0.65多遇水平地地震影响响系数最最大值：0.004罕遇水平地地震影响响系数最最大值：0.228计算振型数数：9结构阻尼比比：0.04周期折减系系数：11按双向地震震作

17、用考考虑耦联联：是振型组合方方法：CCQC计算竖向地地震作用用：否荷载组合 (1) 1.3300 恒载 + 11.500活载11 (2) 1.3300 恒载 + 11.500风载22 (3) 1.3300 恒载 + 11.500风载33 (4) 1.3300 恒载 + 11.500风载44 (5) 1.3300 恒载 + 11.500活载11 + 1.550 xx 0.60风风载2 (6) 1.3300 恒载 + 11.500活载11 + 1.550 xx 0.60风风载3 (7) 1.3300 恒载 + 11.500活载11 + 1.550 xx 0.60风风载4 (8) 1.3300 恒载

18、 + 11.500 x 0.770活载载1 + 1.50风风载2 (9) 1.3300 恒载 + 11.500 x 0.770活载载1 + 1.50风风载3 (10) 1.3000 恒载载 + 1.550 xx 0.70活活载1 + 11.500风载44 (11) 1.3000 恒载载 + 1.550 xx 0.70活活载1 + 11.500 x 0.660风载载2 (12) 1.3000 恒载载 + 1.550 xx 0.70活活载1 + 11.500 x 0.660风载载3 (13) 1.3000 恒载载 + 1.550 xx 0.70活活载1 + 11.500 x 0.660风载载4 (

19、14) 1.3000 恒载载 + 1.330 xx 0.50活活载1 + 11.4000 水水平地震震 (15) 1.0000 恒载载 + 1.550风载载2 (16) 1.0000 恒载载 + 1.550风载载3 (17) 1.0000 恒载载 + 1.550风载载4 (18) 1.0000 恒载载 + 1.000 xx 0.50活活载1 + 11.4000 水水平地震震 (19) 1.3500 恒载载 + 1.440 xx 0.70活活载1 + 11.400 x 0.660风载载2 (20) 1.3500 恒载载 + 1.440 xx 0.70活活载1 + 11.400 x 0.660风载

20、载3 (21) 1.3500 恒载载 + 1.440 xx 0.70活活载1 + 11.400 x 0.660风载载4 (22) 1.3500 恒载载 + 1.440 xx 0.70活活载1 (23) 1.3500 恒载载 + 1.440 xx 0.60风风载2 (24) 1.3500 恒载载 + 1.440 xx 0.60风风载3 (25) 1.3500 恒载载 + 1.440 xx 0.60风风载4 (26) 1.0000 恒载载 + 1.000 xx 0.50活活载1 + 11.500 x 0.220风载载2 + 1.4000 水平平地震 (27) 1.0000 恒载载 + 1.000

21、xx 0.50活活载1 + 11.500 x 0.220风载载3 + 1.4000 水平平地震 (28) 1.0000 恒载载 + 1.000 xx 0.50活活载1 + 11.500 x 0.220风载载4 + 1.4000 水平平地震 (29) 1.3000 恒载载 + 1.330 xx 0.50活活载1 + 11.500 x 0.220风载载2 + 1.4000 水平平地震 (30) 1.3000 恒载载 + 1.330 xx 0.50活活载1 + 11.500 x 0.220风载载3 + 1.4000 水平平地震 (31) 1.3000 恒载载 + 1.330 xx 0.50活活载1

22、+ 11.500 x 0.220风载载4 + 1.4000 水平平地震周期与振型型周期与质量量参与系系数振型周期(s)X向质量参参与系数数Y向质量参参与系数数Z向质量参参与系数数10.267785.3117% 0.0006% 0.0000%20.2255 0.1441%94.8770% 0.0000%30.2211 5.2776% 1.6225% 0.0000%40.1677 4.3881% 0.0000% 0.0000%50.1344 0.5118% 0.0001% 0.0000%60.1133 0.0112% 0.0001% 0.0000%70.0988 0.2774% 0.0000% 0

23、.0000%80.0777 0.0229% 0.0000% 0.0000%90.0633 0.0334% 0.0000% 0.0000%合计95.9880%96.5003%0.0000%线性计算结结果线性反力支座节点编编号图（整整体）最不利反力力线性组合最最不利反反力表(标准值值)(单单位：kkN、kkN.mm)节点号控制组合号组合序号N1N2N3M1M2M389N1最大313.79440.0622-3.86620.00000.00000.104489N2最大288-0.48810.14222.06330.00000.0000-0.011389N3最大287-0.1991-0.11152.89

24、110.00000.00000.006689M1最大11-0.2009-0.01132.70330.00000.00000.001189M2最大11-0.2009-0.01132.70330.00000.00000.001189M3最大913.74550.0599-3.54430.00000.00000.104489合力最大313.79440.0622-3.86620.00000.00000.104489N1最小101-1.00020.11222.57440.00000.0000-0.022089N2最小811.7044-0.28830.65440.00000.00000.072289N3最小

25、313.79440.0622-3.86620.00000.00000.104489M1最小11-0.2009-0.01132.70330.00000.00000.001189M2最小11-0.2009-0.01132.70330.00000.00000.001189M3最小41-0.95520.11442.25550.00000.0000-0.022087N1最大913.51330.32113.54110.00000.00000.120087N2最大313.46330.32333.22220.00000.00000.120087N3最大811.8000-0.17754.09110.00000.

26、00000.040087M1最大110.2099-0.01132.70550.00000.0000-0.000187M2最大110.2099-0.01132.70550.00000.0000-0.000187M3最大313.46330.32333.22220.00000.00000.120087合力最大913.51330.32113.54110.00000.00000.120087N1最小1450.0166-0.13362.05440.00000.0000-0.000887N2最小2670.6411-0.17793.22550.00000.0000-0.000087N3最小410.22110.

27、09441.51770.00000.0000-0.000587M1最小110.2099-0.01132.70550.00000.0000-0.000187M2最小110.2099-0.01132.70550.00000.0000-0.000187M3最小2850.0333-0.11151.90880.00000.0000-0.000981N1最大315.27990.0977-3.91190.00000.00000.168881N2最大288-0.41190.19444.97000.00000.0000-0.011581N3最大71-1.22240.08555.39770.00000.0000-

28、0.011381M1最大11-0.3449-0.01105.04990.00000.00000.000081M2最大11-0.3449-0.01105.04990.00000.00000.000081M3最大915.18990.0944-3.23370.00000.00000.168881合力最大315.27990.0977-3.91190.00000.00000.168881N1最小101-1.76680.15005.33660.00000.0000-0.022381N2最小812.3444-0.35560.55440.00000.00000.094481N3最小315.27990.0977

29、-3.91190.00000.00000.168881M1最小11-0.3449-0.01105.04990.00000.00000.000081M2最小11-0.3449-0.01105.04990.00000.00000.000081M3最小41-1.67770.15224.65440.00000.0000-0.022379N1最大914.69990.41005.05330.00000.00000.174479N2最大314.60880.41224.37110.00000.00000.174479N3最大612.98220.24115.22770.00000.00000.104479M1最

30、大110.3499-0.01105.04880.00000.0000-0.000079M2最大110.3499-0.01105.04880.00000.0000-0.000079M3最大314.60880.41224.37110.00000.00000.174479合力最大914.69990.41005.05330.00000.00000.174479N1最小1450.1155-0.17704.25880.00000.0000-0.011179N2最小2670.5566-0.22264.20550.00000.00000.004479N3最小212.3622-0.21173.78000.000

31、00.00000.072279M1最小110.3499-0.01105.04880.00000.0000-0.000079M2最小110.3499-0.01105.04880.00000.0000-0.000079M3最小2850.2088-0.14444.21000.00000.0000-0.011473N1最大315.75000.0877-4.54480.00000.00000.121173N2最大288-0.47700.18554.78000.00000.0000-0.011773N3最大71-1.34470.08335.71000.00000.0000-0.011173M1最大11-0

32、.3991-0.00075.46330.00000.00000.000073M2最大11-0.3991-0.00075.46330.00000.00000.000073M3最大915.64770.0866-3.79960.00000.00000.121173合力最大315.75000.0877-4.54480.00000.00000.121173N1最小101-1.94400.14335.55220.00000.0000-0.011973N2最小812.5455-0.33331.01330.00000.00000.076673N3最小315.75000.0877-4.54480.00000.0

33、0000.121173M1最小11-0.3991-0.00075.46330.00000.00000.000073M2最小11-0.3991-0.00075.46330.00000.00000.000073M3最小41-1.83370.14554.80000.00000.0000-0.011971N1最大915.08110.38774.74000.00000.00000.130071N2最大314.97880.38883.98880.00000.00000.130071N3最大110.3911-0.00075.46440.00000.0000-0.000071M1最大110.3911-0.00

34、075.46440.00000.0000-0.000071M2最大110.3911-0.00075.46440.00000.0000-0.000071M3最大314.97880.38883.98880.00000.00000.130071合力最大915.08110.38774.74000.00000.00000.130071N1最小1450.1377-0.15594.68330.00000.00000.013371N2最小2670.6133-0.21115.13990.00000.0000-0.000271N3最小410.76330.12003.94220.00000.0000-0.00097

35、1M1最小110.3911-0.00075.46440.00000.0000-0.000071M2最小110.3911-0.00075.46440.00000.0000-0.000071M3最小2860.60110.17225.08110.00000.0000-0.011565N1最大315.88770.0999-4.66640.00000.00000.045565N2最大288-0.47720.18775.24330.00000.0000-0.011665N3最大71-1.36600.08335.72770.00000.0000-0.000765M1最大11-0.3995-0.00075.4

36、5770.00000.00000.000065M2最大11-0.3995-0.00075.45770.00000.00000.000065M3最大915.78330.0977-3.91130.00000.00000.045565合力最大315.88770.0999-4.66640.00000.00000.045565N1最小101-1.95580.14335.58660.00000.0000-0.011265N2最小812.6077-0.33320.89220.00000.00000.040065N3最小315.88770.0999-4.66640.00000.00000.045565M1最小

37、11-0.3995-0.00075.45770.00000.00000.000065M2最小11-0.3995-0.00075.45770.00000.00000.000065M3最小285-0.82270.17445.26330.00000.0000-0.011763N1最大915.20990.39555.00880.00000.00000.057763N2最大315.10550.39774.25770.00000.00000.057763N3最大110.3955-0.00075.45770.00000.0000-0.000063M1最大110.3955-0.00075.45770.0000

38、0.0000-0.000063M2最大110.3955-0.00075.45770.00000.0000-0.000063M3最大315.10550.39774.25770.00000.00000.057763合力最大915.20990.39555.00880.00000.00000.057763N1最小1450.1366-0.16614.67000.00000.0000-0.011463N2最小2670.6244-0.21134.68880.00000.0000-0.011063N3最小410.75440.12113.94220.00000.0000-0.000163M1最小110.3955

39、-0.00075.45770.00000.0000-0.000063M2最小110.3955-0.00075.45770.00000.0000-0.000063M3最小2850.2377-0.13354.58220.00000.0000-0.011432N1最大312.93660.7333-6.68820.00000.0000-0.411432N2最大912.93220.7344-6.62260.00000.0000-0.411332N3最大101-0.71130.44553.03990.00000.00000.031132M1最大11-0.01180.00992.18660.00000.00

40、000.002232M2最大11-0.01180.00992.18660.00000.00000.002232M3最大101-0.71130.44553.03990.00000.00000.031132合力最大312.93660.7333-6.68820.00000.0000-0.411432N1最小101-0.71130.44553.03990.00000.00000.031132N2最小211.4044-0.8667-2.72200.00000.0000-0.166632N3最小312.93660.7333-6.68820.00000.0000-0.411432M1最小11-0.01180

41、.00992.18660.00000.00000.002232M2最小11-0.01180.00992.18660.00000.00000.002232M3最小312.93660.7333-6.68820.00000.0000-0.411430N1最大912.90770.925511.33330.00000.0000-0.366630N2最大912.90770.925511.33330.00000.0000-0.366630N3最大912.90770.925511.33330.00000.0000-0.366630M1最大110.01880.00882.18220.00000.0000-0.0

42、00130M2最大110.01880.00882.18220.00000.0000-0.000130M3最大410.12880.42991.21880.00000.00000.046630合力最大912.90770.925511.33330.00000.0000-0.366630N1最小145-0.0662-0.11141.61440.00000.00000.018830N2最小211.4055-0.78895.72880.00000.0000-0.200030N3最小410.12880.42991.21880.00000.00000.046630M1最小110.01880.00882.182

43、20.00000.0000-0.000130M2最小110.01880.00882.18220.00000.0000-0.000130M3最小912.90770.925511.33330.00000.0000-0.366628N1最大314.35770.1577-2.51190.00000.0000-0.555428N2最大2780.73880.20002.86440.00000.0000-0.133528N3最大71-1.11160.08335.02990.00000.00000.029928M1最大11-0.3003-0.00054.93330.00000.00000.000028M2最大

44、11-0.3003-0.00054.93330.00000.00000.000028M3最大101-1.62240.14334.81330.00000.00000.048828合力最大71-1.11160.08335.02990.00000.00000.029928N1最小101-1.62240.14334.81330.00000.00000.048828N2最小811.9255-0.31111.76330.00000.0000-0.244428N3最小314.35770.1577-2.51190.00000.0000-0.555428M1最小11-0.3003-0.00054.93330.0

45、0000.00000.000028M2最小11-0.3003-0.00054.93330.00000.00000.000028M3最小314.35770.1577-2.51190.00000.0000-0.555426N1最大913.83880.43113.03660.00000.0000-0.522326N2最大313.75880.43222.38220.00000.0000-0.522226N3最大110.3033-0.00054.93550.00000.0000-0.000126M1最大110.3033-0.00054.93550.00000.0000-0.000126M2最大110.3

46、033-0.00054.93550.00000.0000-0.000126M3最大410.73440.12333.66330.00000.00000.057726合力最大110.3033-0.00054.93550.00000.0000-0.000126N1最小1450.1666-0.16674.17880.00000.00000.026626N2最小2670.6700-0.21194.66880.00000.0000-0.077726N3最小313.75880.43222.38220.00000.0000-0.522226M1最小110.3033-0.00054.93550.00000.00

47、00-0.000126M2最小110.3033-0.00054.93550.00000.0000-0.000126M3最小913.83880.43113.03660.00000.0000-0.522324N1最大315.19110.1533-3.75560.00000.0000-0.466724N2最大2780.87330.18773.43550.00000.0000-0.122024N3最大71-1.30070.08005.67330.00000.00000.023324M1最大11-0.3886-0.00075.45990.00000.00000.001124M2最大11-0.3886-0

48、.00075.45990.00000.00000.001124M3最大101-1.87780.13995.49440.00000.00000.038824合力最大315.19110.1533-3.75560.00000.0000-0.466724N1最小101-1.87780.13995.49440.00000.00000.038824N2最小812.2799-0.30081.32880.00000.0000-0.200024N3最小315.19110.1533-3.75560.00000.0000-0.466724M1最小11-0.3886-0.00075.45990.00000.00000

49、.001124M2最小11-0.3886-0.00075.45990.00000.00000.001124M3最小315.19110.1533-3.75560.00000.0000-0.466722N1最大914.52880.42223.93550.00000.0000-0.433422N2最大314.42660.42333.18440.00000.0000-0.433422N3最大110.3866-0.00075.45990.00000.0000-0.000122M1最大110.3866-0.00075.45990.00000.0000-0.000122M2最大110.3866-0.0007

50、5.45990.00000.0000-0.000122M3最大410.81550.12004.05220.00000.00000.049922合力最大914.52880.42223.93550.00000.0000-0.433422N1最小1450.2055-0.15594.77440.00000.00000.028822N2最小2670.8233-0.21104.68000.00000.0000-0.077122N3最小314.42660.42333.18440.00000.0000-0.433422M1最小110.3866-0.00075.45990.00000.0000-0.000122

51、M2最小110.3866-0.00075.45990.00000.0000-0.000122M3最小914.52880.42223.93550.00000.0000-0.433420N1最大315.58770.1266-4.20050.00000.0000-0.300220N2最大288-0.51100.18664.83110.00000.0000-0.022020N3最大71-1.34410.08225.69770.00000.00000.014420M1最大11-0.3994-0.00075.45880.00000.00000.001120M2最大11-0.3994-0.00075.458

52、80.00000.00000.001120M3最大285-0.77720.17445.18660.00000.00000.031120合力最大315.58770.1266-4.20050.00000.0000-0.300220N1最小101-1.92270.14115.53550.00000.00000.022220N2最小812.4633-0.32211.12330.00000.0000-0.122320N3最小315.58770.1266-4.20050.00000.0000-0.300220M1最小11-0.3994-0.00075.45880.00000.00000.001120M2最

53、小11-0.3994-0.00075.45880.00000.00000.001120M3最小315.58770.1266-4.20050.00000.0000-0.300218N1最大914.91000.41664.51880.00000.0000-0.277818N2最大314.80660.41883.76770.00000.0000-0.277718N3最大110.3944-0.00075.45880.00000.0000-0.000018M1最大110.3944-0.00075.45880.00000.0000-0.000018M2最大110.3944-0.00075.45880.00

54、000.0000-0.000018M3最大410.78440.12003.98770.00000.00000.033318合力最大914.91000.41664.51880.00000.0000-0.277818N1最小1450.1844-0.16614.73990.00000.00000.025518N2最小2670.6400-0.21125.04440.00000.0000-0.055318N3最小314.80660.41883.76770.00000.0000-0.277718M1最小110.3944-0.00075.45880.00000.0000-0.000018M2最小110.39

55、44-0.00075.45880.00000.0000-0.000018M3最小914.91000.41664.51880.00000.0000-0.277816N1最大315.80880.1133-4.54420.00000.0000-0.188116N2最大288-0.49940.18664.80990.00000.0000-0.011816N3最大71-1.35550.08225.71880.00000.00000.006616M1最大11-0.3995-0.00075.45880.00000.00000.001116M2最大11-0.3995-0.00075.45880.00000.0

56、0000.001116M3最大285-0.79990.17445.22440.00000.00000.025516合力最大315.80880.1133-4.54420.00000.0000-0.188116N1最小101-1.95500.14225.56990.00000.00000.010016N2最小812.5688-0.32260.96110.00000.0000-0.066516N3最小315.80880.1133-4.54420.00000.0000-0.188116M1最小11-0.3995-0.00075.45880.00000.00000.001116M2最小11-0.3995

57、-0.00075.45880.00000.00000.001116M3最小315.80880.1133-4.54420.00000.0000-0.188114N1最大915.12990.41004.86660.00000.0000-0.166114N2最大315.02440.41224.11550.00000.0000-0.166014N3最大110.3955-0.00075.45880.00000.0000-0.000014M1最大110.3955-0.00075.45880.00000.0000-0.000014M2最大110.3955-0.00075.45880.00000.0000-0

58、.000014M3最大2850.2655-0.13354.62110.00000.00000.025514合力最大915.12990.41004.86660.00000.0000-0.166114N1最小1450.1622-0.16604.70770.00000.00000.021114N2最小2670.6400-0.21124.71000.00000.0000-0.033814N3最小410.76330.12003.95330.00000.00000.021114M1最小110.3955-0.00075.45880.00000.0000-0.000014M2最小110.3955-0.0007

59、5.45880.00000.0000-0.000014M3最小915.12990.41004.86660.00000.0000-0.166112N1最大315.91440.1077-4.70030.00000.0000-0.099312N2最大288-0.48820.18664.79220.00000.0000-0.011612N3最大71-1.36620.08225.72880.00000.00000.001112M1最大11-0.3995-0.00075.45880.00000.00000.001112M2最大11-0.3995-0.00075.45880.00000.00000.0011

60、12M3最大285-0.81180.17445.24990.00000.00000.018812合力最大315.91440.1077-4.70030.00000.0000-0.099312N1最小101-1.96610.14335.58550.00000.00000.002212N2最小812.6188-0.32280.88440.00000.0000-0.022512N3最小315.91440.1077-4.70030.00000.0000-0.099312M1最小11-0.3995-0.00075.45880.00000.00000.001112M2最小11-0.3995-0.00075.