2D BEAMS

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19. General Postproc > Plotresults > Contour Plot >Line element resultsChoose SMAXI for thefirst blank and SMAXJfor the second blank >OKThis shows thevariation in themaximum normalstress along the beam.20. General Postproc > Element Table > Define table > AddName = MOMENTI, by sequence number > SMISC = 621. General Postproc > Element Table > Define table > AddName = MOMENTJ, by sequence number > SMISC = 1222. General Postproc > Plotresults > Contour plot >Line element resultsChoose MOMENTI forthe first blank andMOMENTJ for thesecond blank
Summary of results:1. Deflection at the free end of the beam is 1.121 in2. Stresses and moments along the length of the beam:ElementStress at node I Stress at node J Moment at node I Moment at node J(psi)(psi)(lb‐in)(lb‐in)1 1321.2 1247.2 ‐15492. ‐14624.2 1247.2 1175.5 ‐14624. ‐13783.3 1175.5 1106.0 ‐13783. ‐12969.4 1106.0 1038.9 ‐12969. ‐12181.5 1038.9 973.98 ‐12181. ‐11420.6 973.98 911.37 ‐11420. ‐10686.7 911.37 851.04 ‐10686. ‐9978.68 851.04 792.98 ‐9978.6 ‐9297.89 792.98 737.20 ‐9297.8 ‐8643.810 737.20 683.70 ‐8643.8 ‐8016.611 683.70 632.48 ‐8016.6 ‐7416.012 632.48 583.54 ‐7416.0 ‐6842.213 583.54 536.88 ‐6842.2 ‐6295.014 536.88 492.50 ‐6295.0 ‐5774.615 492.50 450.39 ‐5774.6 ‐5281.016 450.39 410.57 ‐5281.0 ‐4814.017 410.57 373.02 ‐4814.0 ‐4373.818 373.02 337.75 ‐4373.8 ‐3960.219 337.75 304.77 ‐3960.2 ‐3573.420 304.77 274.06 ‐3573.4 ‐3213.421 274.06 245.62 ‐3213.4 ‐2880.022 245.62 218.33 ‐2880.0 ‐2560.023 218.33 191.04 ‐2560.0 ‐2240.024 191.04 163.75 ‐2240.0 ‐1920.025 163.75 136.46 ‐1920.0 ‐1600.026 136.46 109.17 ‐1600.0 ‐1280.027 109.17 81.875 ‐1280.0 ‐960.0028 81.875 54.583 ‐960.00 ‐640.0029 54.583 27.292 ‐640.00 ‐320.0030 27.292 0.39715E‐10 ‐320.00 0.46566E‐093. Reaction at the fixed end:NODE Fx(lb) Fy(lb) Moment (lb-in)1 0.0000 220.28 15492
Page 1 and 2: 2D BEAMSProblem Statement:A cantile
Page 3: Applying loads:12. Solution > Defin

2D BEAMS

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