FEA Report

FEA Report - p = 40kPa Load Case 2 p = 40kPa 200N Comosworks p = 20kPa DisplacementStress Radial Stress Tang Displacement Stress Radial Stress Tang

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Unformatted text preview: p = 40kPa Load Case 2 p = 40kPa, 200N Comosworks p = 20kPa DisplacementStress - Radial Stress - Tang. Displacement Stress - Radial Stress Tang. Displacement: Node X (m) Value (mm) Value (N/m^2) Value (N/m^2) Value (mm) Value (N/m^2) Value (N/m^2Node Value (mm) 50 0.0000000 0.264400-13100000 20270000 0.528800-26210000 40540000 50 0.250400 4259 0.0028947 0.264100-13060000 18480000 0.528100-26110000 36960000 4259 0.251300 591 0.0057895 0.263000-13010000 16690000 0.525900-26020000 33370000 591 0.252900 2695 0.0086842 0.261100-12870000 15080000 0.522300-25740000 30160000 2695 0.254500 592 0.0115790 0.258600-12730000 13480000 0.517200-25470000 26950000 592 0.255900 2692 0.0144740 0.255300-12500000 11990000 0.510700-25000000 23980000 2692 0.256800 593 0.0173680 0.251400-12270000 10500000 0.502800-24530000 21000000 593 0.257100 2687 0.0202630 0.246800-11940000 9068000 0.493600-23890000 18140000 2687 0.256700 594 0.0231580 0.241500-11620000 7638000 0.483000-23240000 15280000 594 0.255500 2682 0.0260530 0.235600-11210000 6303000 0.471200-22410000 12610000 2682 0.253500 595 0.0289470 0.229100-10790000 4967000 0.458100-21580000 9934000 595 0.250600 2677 0.0318420 0.222000-10290000 3723000 0.443900-20570000 7446000 2677 0.246800 596 0.0347370 0.214300-9779000 2479000 0.428600-19560000 4959000 596 0.242100 2672 0.0376320 0.206100-9178000 1328000 0.412300-18360000 2655000 2672 0.236500 597 0.0405260 0.197500-8578000 175600 0.395000-17160000 351200 597 0.230000 2667 0.0434210 0.188400-7889000-884000 0.376900-15780000-1768000 2667 0.222600 598 0.0463160 0.179000-7199000-1944000 0.358000-14400000-3887000 598 0.214400 2662 0.0492110 0.169200-6412000-2911000 0.338300-12820000-5822000 2662 0.205400 599 0.0521050 0.159100-5624000-3879000 0.318100-11250000-7757000 599 0.195600 2657 0.0550000 0.148700-4749000-4753000 0.297500-9498000-9506000 2657 0.185200 600 0.0578950 0.138200-3874000-5628000 0.276400-7748000-11260000 600 0.174200 2652 0.0607890 0.127600-2906000-6410000 0.255200-5813000-12820000 2652 0.162700 601 0.0636840 0.116900-1939000-7192000 0.233800-3878000-14380000 601 0.150700 2647 0.0665790 0.106200-880500-7884000 0.212400-1761000-15770000 2647 0.138400 602 0.0694740 0.095550 178000-8576000 0.191100 355900-17150000 602 0.125900 2642 0.0723680 0.085070 1333000-9184000 0.170100 2665000-18370000 2642 0.113200 603 0.0752630 0.074810 2487000-9792000 0.149600 4975000-19580000 603 0.100500 2637 0.0781580 0.064840 3730000-10300000 0.129700 7460000-20600000...
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This note was uploaded on 10/23/2009 for the course HES 2340 taught by Professor Tomedwards during the Three '09 term at Swinburne.

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FEA Report - p = 40kPa Load Case 2 p = 40kPa 200N Comosworks p = 20kPa DisplacementStress Radial Stress Tang Displacement Stress Radial Stress Tang

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