INIT MASTER(S)NASTRAN SYSTEM(442)=-1,SYSTEM(319)=1ID FEMAP,FemapSOL NLSTATICTIME 10000CEND TITLE = NAOLINEAR ECHO = PUNCH DISPLACEMENT(PLOT) = ALL SPCFORCE(PLOT) = ALL FORCE(PLOT,CORNER) = ALL NLSTRESS(PLOT) = ALL STRESS(PLOT,CORNER) = ALL SPC = 1 NLPARM = 1 LOAD = 1BEGIN BULK$ ***************************************************************************$ Written by : Femap with NX Nastran$ Version : 11.2.0$ Translator : NX Nastran$ From Model : $ Date : Thu May 14 12:21:52 2015$ ***************************************************************************$NLPARM 1 10 AUTO 5 PW ALL+ + .001 .001 1.-7 3 25 4 .2 .5+ + 5 20. 20.PARAM,LGDISP,1PARAM,POST,-1PARAM,OGEOM,NOPARAM,AUTOSPC,YESPARAM,K6ROT,100.PARAM,GRDPNT,0CORD2C 1 0 0. 0. 0. 0. 0. 1.+FEMAPC1+FEMAPC1 1. 0. 1. CORD2S 2 0 0. 0. 0. 0. 0. 1.+FEMAPC2+FEMAPC2 1. 0. 1. $ Femap with NX Nastran Load Set 1 : momentMOMENT 1 16 0 1. 0. 0. 534000.$ Femap with NX Nastran Constraint Set 1 : constraSPC1 1 123456 1$ Femap with NX Nastran Property 1 : BEAM Property (NASTRAN I)PBEAML 1 1 MSCBML0 I + + 12. 6. 6. 2. 3. 3. 0.$ Femap with NX Nastran Material 1 : I-BeamMAT1 1 200000.76923.08 .3 0. 0. 0. GRID 1 0 0. 0. 0. 0GRID 2 0 20. 0. 0. 0GRID 3 0 40. 0. 0. 0GRID 4 0 60. 0. 0. 0GRID 5 0 80. 0. 0. 0GRID 6 0 100. 0. 0. 0GRID 7 0 120. 0. 0. 0GRID 8 0 140. 0. 0. 0GRID 9 0 160. 0. 0. 0GRID 10 0 180. 0. 0. 0GRID 11 0 200. 0. 0. 0GRID 12 0 220. 0. 0. 0GRID 13 0 240. 0. 0. 0GRID 14 0 260. 0. 0. 0GRID 15 0 280. 0. 0. 0GRID 16 0 300. 0. 0. 0CBEAM 1 1 1 2 0. 1. 0.CBEAM 2 1 2 3 0. 1. 0.CBEAM 3 1 3 4 0. 1. 0.CBEAM 4 1 4 5 0. 1. 0.CBEAM 5 1 5 6 0. 1. 0.CBEAM 6 1 6 7 0. 1. 0.CBEAM 7 1 7 8 0. 1. 0.CBEAM 8 1 8 9 0. 1. 0.CBEAM 9 1 9 10 0. 1. 0.CBEAM 10 1 10 11 0. 1. 0.CBEAM 11 1 11 12 0. 1. 0.CBEAM 12 1 12 13 0. 1. 0.CBEAM 13 1 13 14 0. 1. 0.CBEAM 14 1 14 15 0. 1. 0.CBEAM 15 1 15 16 0. 1. 0.PARAM,EXTOUT,PCH ENDDATA 74410cda