ansys计算-钢结构玻璃雨篷计算书

1、ansys 计算 - 钢结构玻璃雨篷计算书第一部分、雨篷计算第一章、雨篷面板计算一、计算说明玻璃雨篷面板选用 TP8+1.14PVB+TP8双钢化夹胶玻璃。 参数如下：计算标高： 4.095 m玻璃分格：a x b=1.50 x 1.8 ma：玻璃分最大格短边b：玻璃最大分格长边设计地震烈度： 8 度地面粗糙度类别：C类、荷载计算1 、雨篷构件重量荷载雨篷钢构件自重由 ANSYS有限元计算程序自动加载，这里只计算雨篷玻璃自重。Gk：玻璃面板自重面荷载标准值玻璃采用TP8+1.14PVB+TP8钢化夹胶玻璃-3 2GAK=（8+8）x 10-3x25.6=0.410 KN/m 2GGk考虑各种零

2、部件后的雨篷构件自重面荷载标准值2GGK=0.6 KN/m 2GG: 考虑各种零部件后的雨篷构件自重面荷载设计值 自重荷载分项系数： 1.2GG =1.2 x GGK=1.2 x 0.60=0.72 KN/m 2、雪荷载作用S0: 基本雪压 0.4 KN/m按建筑结构荷载规范（ 2006 版） GB50009-2001 附表 D.4 取值 ：积雪分布系数1.0 按建筑结构荷载规范（ 2006 版） GB50009-2001 表 6.2.1 第 1 项取值2SK:雪荷载标准值 S K =3 rXS0 =0.4 KN/m 2S:3、雪荷载设计值S =1.4 X S k =0.56 KN/m风荷载作

3、用（负风压）W:作用在雨蓬上的风荷载标准值3 gz：瞬时风压的阵风系数， 按建筑结构荷载规范卩s：风荷载体型系数，-2.0按建筑结构荷载规范卩Z：风荷载高度变化系数， 按建筑结构荷载规范2W:基本风压,0.45 KN/m 按建筑结构荷载规范W:风荷载标准值WK = 3 gz 3 s 3 z WI0=2.3686 X （-2.0） X 0.74X 0.452=-1.5775 KN/m 2 （方向垂直向上）W风荷载设计值R：风荷载作用效应的分项系数，1.4W=Y W=1.4X（ -1.5775 ）2=-2.2085 KN/m 22.3686（2006 版）（2006 版）0.74（2006 版）2

4、006 版）GB50009-2001 表GB50009-2001 第GB50009-2001 表7.5.17.3.37.2.1条取值条取值条取值GB50009-2001 附表 D.4 取值三、荷载效应组合1、由负风荷载效应控制的组合（向上）rG：重力荷载分项系数，建筑结构荷载规范（2006版）GB50009-2001第3.2.5条规定:对结构的倾覆、滑移或飘浮验算，应取 0.9rW ：风荷载分项系数按建筑结构荷载规范（ 2006 版） GB50009-2001 第 3.2.5 条取 1.42 W：风荷载组合系数GK： 重力荷载标准值WK： 风荷载标准值组合标准值：q k =G+ 2 wW k=

5、0.6+1.0X（-1.5775）=-0.9775 KN/m组合设计值：q =r g GK + 书 w *r w=0.9 X 0.6+1.0 X 1.4 X( -1.5775 )2=-1.6685 KN/m 2 2、由自重荷载效应控制的组合(向下)2006 版) GB50009-2001 规定取 1.35r G: 重力荷载分项系数 按建筑结构荷载规范 r s ：雪荷载分项系数按建筑结构荷载规范2006 版) GB50009-2001 第 3.2.5 条取 1.4W s :雪荷载组合系数GK： 重力荷载标准值S:雪荷载标准值S k =卩r X S o =0.4 KN/m荷载组合:雨篷活荷载按 q

6、 活 =0.5 KN/m 2计算，活荷载大于雪荷载，验算时取恒载+活载载。标准值 q k= W g G k+ W 活 q 活 k=1.0 X0.60+1.0 X0.52=1.10 KN/m 2设计值 q= W G r g Gk+ w活r活q活k=1.0X 1.35X 0.60+1.0 X 1.4X 0.52=1.51 KN/m 2经过以上计算得知， 作用在雨篷上的荷载组合后分为荷载向上和荷载向下两种情况， 需 要计算雨篷构件在垂直向上风荷载控制的组合设计值作用下的强度和垂直向下风荷载控制 的标准值作用下的挠度。第二章、雨篷钢结构构件计算一、计算说明雨篷钢结构采用拉杆式，工字钢梁刚接在主体钢结构

7、上外侧悬挑；钢梁选用100X(200-100) X 8X 6的工字钢，次龙骨选用 50X 2圆钢管，拉杆 50X 2圆钢管。雨篷钢结 构计算采用有限元程序 ANSYS和手算检验相结合的计算方法，程序自动加载雨篷钢构件的自重荷载，根据最不利原则，计算钢结构在风荷载效应控制的荷载组合作用下的强度和挠度。1ELEHEITTSJUH 17 2007雨篷钢结构图、雨篷钢结构ANSYS计算ELEHINT5ANu ROT F CPBFDRMMOMRFORRMDMJU 17 20Q716:03:33挠度计算荷载图2ANEW 17 2007IE: 46：52需要计算雨篷构件在垂直向ELEHEIfTSUROTFC

8、PNFORNMDHRFORRMOM应力计算荷载图作用在雨篷上的荷载组合后分为荷载向上和荷载向下两种情况， 上风荷载控制的组合设计值作用下的强度和垂直向下风荷载控制的标准值作用下的挠度。强度计算q =r g GK + wrwWK2=2.3686 X (-2.0) X 0.74 X 0.45=-1.5775 KN/m (垂直向上)挠度计算q k= g Gk+ p活，q活k=1.0 X 0.60+1.0 X 0.5=1.10 KN/m三、雨篷钢结构强度校核1、雨篷钢结构应力1NODAL SOLUTIONANJUH 17 2007IS: 49:31NODAL 50LVTI0MAN5TZP=1SUB =

9、1JU 17 200742TIKE=1SEQV,55-lE-lO3Q+1660+2713Q + 407120.54315+06845+2075+3弓9105.475135.611应力计算结杲云图2、主龙骨100X (200-100) X 8X 6的工字钢校核根据ANSYS的计算结杲显示mp=i SUB =1 TIJE=1SEQV(AVG)DMX 17 4I1SJffl5MX.1S3E-O022.25166.75439.00533.377S5.62877.879100.131主龙骨应力计算结杲云图2 2由图可知,主龙骨最大的；丁 =100.131 N/mm v 215 N/mm主龙骨构件强度满足

10、设计要求。3、次龙骨50 X 2圆钢管校核根据ANSYS勺计算结果显示：1NODAL SOLUTIONJUH 17 200716:50:53mp=iSUB =1TIHE-15EQV (AVG.41000330,45560,49990.544120,58915.43245.47775,522105.566135*611次龙骨应力计算结杲云图2 2由图可知,次龙骨最大的；丁 =135.611 N/mm v 215 N/mm次龙骨构件强度满足设计要求。4、拉杆50 X 2圆钢管校核根据ANSYS勺计算结果显示1MODAL SOLUTIONANJUH 17 20071S2SI:52mp=iSUB =1

11、TIKE-l5EQV (AV5)DMX 丄.4615MM =13.9655MX =51.68830,73139,11447,49134.922拉杆应力计算结杲云图由图可知,拉杆最大的二=51.6882 2N/mm v 215 N/mm拉杆构件强度满足设计要求。三、雨篷挠度计算1、雨篷钢结构挠度位移雨篷在自重荷载效应作用下，采用软件计算得出结构体系的最大挠度，根据ANSYS勺计算结果显示：1JUN 17 Z007LB:28:18NOOAL 50LUTI0W5TEP-1SUB =102 .2574.5136,779.0277-09610.1555.642挠度位移计算结果云图u=10.155mmu=

12、10.155 mm L/250=3265/250=13.06 mm。雨篷挠度设计满足要求。2、主龙骨100X (200-100) X 8X 6的工字钢校核根据ANSYS勺计算结果显示主龙骨挠度位移计算结果云图u=10.155mmu=10.155 mm L/250=3265/250=13.06 mm。主龙骨挠度设计满足要求。3、次龙骨50 X 2圆钢管校核根据ANSYS勺计算结果显示：NODAL SOLUTIONANJUN 17 2007IS:33;33SUB =1TIJE=1.5805514.5646,5063.4431.6513.5935.5357.4779.419次龙骨挠度位移计算结果云图

13、u=9.419mmu=11.812 mm L/250=17870/250=71.48 mm。次龙骨挠度设计满足要求。4、拉杆50 X 2圆钢管校核根据ANSYS勺计算结果显示的G)D.13894.75575S+09447.661288.377575上&囲 19.4723495TEP-1 SUB =1TIJIE-1 DSOMRSS*O DMX =.S50226SMX =.850228.283409JUN 17 Z007IE:35:55.850228拉杆挠度位移计算结果云图u=0.05mmu=0.05 mm L/250=2702/250=10.808 mm。拉杆挠度设计满足要求。第四章、钢结构连接

14、处焊缝计算根据钢结构设计规范，此钢结构连接处的焊缝为直角焊缝 ，焊条为E43型,手工焊。根据钢 结构设计规范GB50017-2003规定，焊脚尺寸现取 hfi =8 mm, h f2 =6 mm=下图为钢结构连 接图和焊缝有效截面图。1N00AL 50LUTI0W=q1根据ANSYS十算可知：V=8911.2 N M=0.17e8 N.mm(详见后面的 ANSYS十算结果输出)全部焊缝有效截面对中和轴的惯性矩为：32Iw=2 X 4.2 X 168/12 + 2 X 100 X 5.6 X 8.824+4X 47X 5.6 X 86.8 =11337923.07 mm翼缘焊缝的最大应力：M h

15、 0.仃勺08105.6:-口XXIw 211337923.0722R 、上w2=158.34 N/mm v -f Xf =1.22 X 160=195 N/mm腹板焊缝中由于弯矩 M引起的最大应力：2 2=158.34 X 84/105.6=125.95 N/mmh由于剪力V在腹板焊缝中产生的平均剪应力=8911.2/(2 X 0.7 X 6X 168)=6.31 N/mm (heh)则腹板焊缝的强度（A点为设计控制点）为w2f f =160 N/mmw2ff :角焊缝强度设计值（现取160 N/mm）1 ：正面角焊缝的强度增大系数（现取1.22）h :上下翼缘有效截面最外纤维之间的距离h2

16、:腹板焊缝的实际长度hf:角焊缝的焊角尺寸he:焊缝有效厚度I w:焊缝的计算长度扎22 : 腹板焊缝的有效截面积Iw :全部焊缝有效截面积对中和轴的惯性矩经上面计算，钢结构连接处的焊缝满足钢结构设计规范GB50017-2003要求.第五章、ANSYS十算结果输出-、雨篷计算结果1、雨篷钢结构ANSYS挠度计算结果：PRINT U NODAL SOLUTION PER NODE* POST1 NODAL DEGREE OF FREEDOM LISTING *LOAD STEP= 0 SUBSTEP= 1TIME= 1.0000 LOAD CASE= 0THE FOLLOWING DEGREE

17、OF FREEDOM RESULTS ARE IN GLOBAL COORDINATESNODE UX UY UZ USUM1 0.0000 0.0000 0.0000 0.00002 -0.98144E-01 0.68133-4.20684.26273 -0.85833E-03 0.51540E-02-0.34963E-01 0.35351E-014 -0.33755E-02 0.20015E-01-0.12555 0.127185 -0.74112E-02 0.43829E-01-0.26910 0.272756 -0.12784E-01 0.75840E-01-0.46215 0.468

18、517 -0.19347E-01 0.11530-0.699190.708898 -0.26980E-01 0.16144-0.978900.992499 -0.35467E-01 0.21353-1.29811.316010 -0.44530E-01 0.27080-1.65241.675011 -0.53812E-01 0.33251-2.03702.064712 -0.62856E-01 0.39790-2.44542.478313 -0.71708E-01 0.46622-2.86642.904914 -0.80680E-01 0.53674-3.30183.346115 -0.895

19、77E-01 0.60869-3.74953.799623 -0.11708 0.83104-5.38105.446124 -0.10812 0.75618-4.79394.854426 0.0000 0.0000 0.0000 0.000027 -0.28735E-01 0.38422 -0.57888 0.6953828 -0.19272E-02 0.16426E-02-0.15594E-01 0.15799E-0129 -0.43208E-02 0.66833E-02-0.48136E-01 0.48790E-0130 -0.70257E-02 0.15265E-01-0.89913E-

20、01 0.91470E-0131 -0.99726E-02 0.27530E-01-0.141890.1448832 -0.13043E-010.43621E-01-0.201980.2070433 -0.16088E-010.63682E-01-0.267530.2754734 -0.18926E-010.87854E-01-0.335600.3474335 -0.21330E-010.11628-0.402500.4195036 -0.23015E-010.14911-0.464050.4879637 -0.23628E-010.18648-0.515000.5482338 -0.2368

21、1E-010.22853-0.543780.5903239 -0.24213E-010.27541-0.560220.6247240 -0.25695E-010.32726-0.569560.6573948 -0.31691E-010.53334-0.647950.8398249 -0.31226E-010.45878-0.613400.7666351 0.0000 0.0000 0.0000 0.000052 -0.17997 0.97922E-01 -7.5474 7.550253 -0.15340E-02 0.19203E-02-0.61726E-01 0.61775E-01 * POS

22、T1 NODAL DEGREE OF FREEDOM LISTING *LOAD STEP= 0 SUBSTEP= 1TIME= 1.0000 LOAD CASE= 0THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATESNODE UXUYUZUSUM54 -0.59985E-02 0.71795E-02-0.22169 0.2218955 -0.13147E-01 0.15140E-01-0.47524 0.4756756 -0.22661E-01 0.25164E-01-0.81627 0.8169757 -0.3

23、4300E-01 0.36611E-01 -1.2347 1.235758 -0.47896E-01 0.48843E-01 -1.7291 1.730559 -0.63106E-01 0.61220E-01 -2.2945 2.296260 -0.79490E-01 0.73099E-01 -2.9241 2.926161 -0.96473E-01 0.83839E-01 -3.6101 3.612362 -0.113320.92797E-01 -4.34224.344663 -0.130050.99330E-01 -5.10285.105464 -0.147020.10279-5.8937

24、5.896565 -0.163840.10254-6.71066.713373 -0.214820.10977-9.69949.702474 -0.198410.10385-8.62348.626376 0.00000.00000.00000.000077 -0.179980.63927-7.55657.585678 -0.15287E-02 0.53203E-02-0.61808E-01 0.62055E-0179 -0.59918E-02 0.20545E-01-0.22199 0.2230280 -0.13142E-01 0.44749E-01-0.47588 0.4781681 -0.

25、22662E-01 0.77007E-01-0.81736 0.8213082 -0.34309E-01 0.11639-1.23631.242383 -0.47915E-01 0.16198-1.73151.739784 -0.63137E-01 0.21285-2.29762.308385 -0.79532E-01 0.26808-2.92802.941486 -0.96526E-01 0.32674-3.61493.630987 -0.113390.38791-4.34794.366788 -0.130110.45066-5.10955.131089 -0.147080.51409-5.

26、90135.925590 -0.163890.57726-6.71906.745798 -0.214860.76435-9.71019.742599 -0.198440.70181-8.63338.6641101 0.00000.00000.00000.0000102 -0.34308E-01 0.56345 -0.76517 0.95086103 -0.20904E-02-0.99648E-03-0.17858E-01 0.18007E-01104 -0.48183E-02-0.26116E-02-0.57923E-01 0.58182E-01105 -0.79709E-02-0.31064

27、E-02-0.11603 0.11634106 -0.11287E-01-0.74134E-03-0.18702 0.18736 * POST1 NODAL DEGREE OF FREEDOM LISTING *LOAD STEP= 0 SUBSTEP= 1TIME= 1.0000 LOAD CASE= 0NODE UXUYUZ USUM107 -0.14611E-010.62240E-02-0.262040.26252108 -0.17899E-010.19531E-01-0.341600.34262109 -0.20977E-010.40920E-01-0.422950.42544110

28、-0.23634E-010.72136E-01-0.502610.50831111 -0.25605E-010.11492-0.576700.58860112 -0.26559E-010.17102-0.640300.66327113 -0.27038E-010.24217-0.682220.72444114 -0.28118E-010.33013-0.712800.78604115 -0.30319E-010.43664-0.737840.85790123 -0.38030E-010.89097-0.884251.2559124 -0.37182E-010.72721-0.824691.10

29、02126 0.0000 0.0000 0.0000 0.0000127 -0.17635 0.47927E-01 -7.3995 7.4017128 -0.15133E-02 0.17444E-02-0.60756E-01 0.60800E-01129 -0.59062E-02 0.64485E-02-0.21808 0.21825130 -0.12933E-01 0.13439E-01-0.46732 0.46769131 -0.22276E-01 0.22043E-01-0.80240 0.80301132 -0.33699E-01 0.31584E-01 -1.2133 1.21411

30、33 -0.47034E-01 0.41389E-01 -1.6986 1.6997134 -0.61944E-01 0.50780E-01 -2.2533 2.2548135 -0.77993E-01 0.59081E-01 -2.8709 2.8726136 -0.94615E-01 0.65612E-01 -3.5435 3.5454137 -0.111090.69696E-01 -4.26104.2630138 -0.127420.70651E-01-5.00605.0081139 -0.144030.67797E-01-5.78045.7826140 -0.160500.60450E

31、-01-6.58016.5823148 -0.210530.44493E-01-9.50799.5104149 -0.194450.46210E-01-8.45378.4561151 0.00000.0000 0.00000.0000152 -0.183930.63168 -7.70887.7368153 -0.15550E-02 0.52005E-02-0.62777E-01 0.63011E-01154 -0.60959E-02 0.20095E-01-0.22561 0.22659155 -0.13375E-01 0.43795E-01-0.483840.48600156 -0.2307

32、3E-010.75410E-01-0.831310.83505157 -0.34947E-010.11405-1.25791.2636158 -0.48825E-010.15883-1.76231.7701159 -0.64361E-010.20887-2.33922.3494* POST1 NODAL DEGREE OF FREEDOM LISTING *LOAD STEP= 0 SUBSTEP= 1TIME= 1.0000 LOAD CASE= 0* POST1 NODAL DEGREE OF FREEDOM LISTING *THE FOLLOWING DEGREE OF FREEDOM

33、 RESULTS ARE IN GLOBAL COORDINATESNODE UXUYUZUSUM160 -0.81109E-01 0.26326-2.98192.9946161 -0.98487E-01 0.32114-3.68253.6978162 -0.115750.38161-4.43054.4484163 -0.132900.44378-5.20825.2288164 -0.150280.50677-6.01726.0404165 -0.167480.56970-6.85286.8785173 -0.219520.75815-9.90899.9403174 -0.202740.694

34、92-8.80888.8385176 0.00000.00000.00000.0000177 -0.34408E-01 0.47247 -0.73454 0.87405178 -0.21066E-02-0.25330E-02-0.17544E-01 0.17851E-01179 -0.48362E-02-0.83749E-02-0.56802E-01 0.57620E-01180 -0.79776E-02-0.15305E-01-0.11363 0.11494181 -0.11271E-01-0.21101E-01-0.18292 0.18447182 -0.14564E-01-0.23542

35、E-01-0.25582 0.25732183 -0.17814E-01-0.20403E-01-0.33293 0.33403184 -0.20852E-01-0.94633E-02-0.41154 0.41217185 -0.23471E-01 0.11503E-01-0.48824 0.48894186 -0.25411E-01 0.44720E-01-0.55923 0.56159187 -0.26350E-01 0.92412E-01-0.61969 0.62710188 -0.26836E-01 0.15681-0.658560.67751189 -0.27960E-01 0.24

36、013-0.686330.72766190 -0.30255E-01 0.34461-0.708970.78887198 -0.38081E-01 0.81725-0.850461.1801199 -0.37257E-01 0.64486-0.792481.0224201 0.0000 0.0000 0.0000 0.0000202 -0.17068 0.32869E-01 -7.1757 7.1779203 -0.14794E-02 0.18587E-02-0.59321E-01 0.59369E-01204 -0.57625E-02 0.68376E-02-0.21272 0.212902

37、05 -0.12604E-01 0.14178E-01-0.45555 0.45595206 -0.21690E-01 0.23121E-01-0.78177 0.78242207 -0.32784E-01 0.32904E-01 -1.1814 1.1823208 -0.45724E-01 0.42768E-01 -1.6531 1.6542209 -0.60176E-01 0.51950E-01 -2.1919 2.1934210 -0.75714E-01 0.59686E-01 -2.7914 2.7930211 -0.91780E-01 0.65212E-01 -3.4438 3.44

38、57212 -0.10766 0.67764E-01 -4.1393 4.1412LOAD STEP= 0 SUBSTEP= 1TIME= 1.0000 LOAD CASE= 0THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATESNODE UXUY UZUSUM213 -0.123400.66573E-01-4.86064.8626214 -0.139400.60873E-01-5.60985.6119215 -0.155320.49895E-01-6.38336.3854223 -0.203830.18650E-0

39、1-9.21659.2188224 -0.188270.25759E-01-8.19618.1983226 0.00000.0000 0.00000.0000227 -0.185240.60460 -7.75777.7834228 -0.15667E-02 0.49751E-02-0.63089E-01 0.63304E-01229 -0.61358E-02 0.19225E-01-0.22678 0.22768230 -0.13460E-01 0.41899E-01-0.48640 0.48839231 -0.23218E-01 0.72149E-01-0.83581 0.83924232

40、-0.35168E-01 0.10912-1.26491.2701233 -0.49138E-01 0.15197-1.77221.7794234 -0.64778E-01 0.19985-2.35262.3620235 -0.81643E-01 0.25191-2.99933.0109236 -0.99147E-01 0.30730-3.70423.7183237 -0.116550.36518-4.45714.4735238 -0.133830.42469-5.24005.2589239 -0.151350.48500-6.05456.0757240 -0.168680.54525-6.8

41、9586.9194248 -0.221060.72755-9.972710.002249 -0.204160.66607-8.86528.8925251 0.00000.00000.00000.0000252 -0.55513E-01 0.50005 -0.86829 1.0035253 -0.22183E-02 0.33904E-03-0.14967E-01 0.15135E-01254 -0.49814E-02 0.21413E-02-0.48654E-01 0.48956E-01255 -0.81133E-02 0.64004E-02-0.97616E-01 0.98162E-01256

42、 -0.11398E-01 0.14111E-01-0.15759 0.15863257 -0.14738E-01 0.26266E-01-0.22071 0.22275258 -0.18154E-01 0.43862E-01-0.28872 0.29259259 -0.21559E-01 0.67894E-01-0.36022 0.36720260 -0.24844E-01 0.99358E-01-0.43346 0.44539261 -0.27874E-01 0.13925-0.506430.52597262 -0.30476E-01 0.18857-0.576600.60742263 -

43、0.33389E-01 0.24831-0.635480.68308264 -0.37939E-01 0.31947-0.696760.76745265 -0.44959E-01 0.40305-0.770120.87037* POST1 NODAL DEGREE OF FREEDOM LISTING *LOAD STEP= 0 SUBSTEP= 1TIME= 1.0000 LOAD CASE= 0THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATESNODE UX UY UZ USUM273 -0.62550E-01

44、 0.74979 -1.2039 1.4197274 -0.60045E-01 0.62492 -1.0361 1.2114276 0.0000 0.0000 0.0000 0.0000277 -0.95309E-01 0.26900E-01 -4.0754 4.0766278 -0.86113E-03 0.15097E-02-0.34090E-01 0.34134E-01279 -0.33357E-02 0.55552E-02-0.12230 0.12247280 -0.72844E-02 0.11521E-01-0.26199 0.26234281 -0.12528E-01 0.18790

45、E-01-0.44972 0.45028282 -0.18920E-01 0.26746E-01-0.67999 0.68077283 -0.26343E-01 0.34769E-01-0.95155 0.95255284 -0.34586E-01 0.42242E-01 -1.2612 1.2624285 -0.43376E-01 0.48544E-01 -1.6048 1.6061286 -0.52362E-01 0.53053E-01 -1.9775 1.9789287 -0.61098E-01 0.55148E-01 -2.3729 2.3743288 -0.69639E-01 0.5

46、4205E-01 -2.7800 2.7814289 -0.78313E-01 0.49601E-01 -3.2008 3.2021290 -0.86947E-01 0.40708E-01 -3.6334 3.6347298 -0.113660.23073E-01 -5.21155.2128299 -0.104990.24987E-01 -4.64344.6447353 -0.104020.68038-3.55973.6256354 -0.95123E-01 0.66908-2.92543.0024355 -0.76760E-01 0.64745-2.32512.4148356 -0.5423

47、9E-01 0.61548-1.78011.8843357 -0.32868E-01 0.57317-1.31171.4319358 -0.17955E-01 0.52053-0.941221.0757359 -0.14808E-01 0.45755-0.689830.82791364 -0.109510.24232-0.755010.80047365 -0.149400.13074-1.31161.3265366 -0.160010.49476E-01 -2.15772.1642367 -0.15294-0.14703E-02 -3.20233.2060368 -0.13979-0.2209

48、9E-01 -4.35464.3569369 -0.13218-0.12410E-01 -5.52355.5251370 -0.141700.27597E-01 -6.61816.6196375 -0.187200.16600-8.14058.1443376 -0.182790.23395-8.56398.5690377 -0.171530.30180-8.81788.8247378 -0.15820 0.36952 -8.9027 8.9117 * POST1 NODAL DEGREE OF FREEDOM LISTING *LOAD STEP= 0 SUBSTEP= 1TIME= 1.00

49、00 LOAD CASE= 0THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATESNODE UXUYUZUSUM379 -0.147590.43713-8.81878.8307380 -0.144490.50463-8.56618.5822381 -0.153690.57200-8.14538.1668386 -0.163790.70098-6.80066.8386387 -0.126150.74235-5.91645.9641388 -0.77492E-01 0.76339-4.95485.0139389 -0.2

50、8259E-01 0.76408-3.96664.0396390 0.11114E-01 0.74443-3.00273.0936391 0.30189E-01 0.70444-2.11392.2284392 0.18527E-01 0.64412-1.35111.4969397 -0.169190.36192-0.506580.64517398 -0.234990.19957-0.793820.85159399 -0.249520.76374E-01 -1.50941.5318400 -0.23057-0.76506E-02 -2.53582.5463401 -0.19597-0.52507

51、E-01 -3.75553.7610402 -0.16353-0.58197E-01 -5.05105.0540403 -0.15105-0.24718E-01 -6.30486.3067408 -0.182990.13376-8.24208.2452409 -0.176830.21591-8.83298.8373410 -0.163460.29439-9.18309.1891411 -0.148470.36920-9.30349.3119412 -0.137430.44033-9.20529.2167413 -0.135940.50779-8.89938.9148414 -0.149580.57157-8.39688.4176419 -0.169570.68491-6.84536.8816420 -0.125090.71724-5