*HEADING Linear Elastic Skew Plate. 20 kPa Load. S.I. Units (meters, Newtons, sec, kilograms) ** ** Nodal coordinates ** *NODE, NSET=N1 1, 0.0, 0.0, 0.0 *NODE, NSET=N13 7, 0.0, 40.0E-2, 0.0 *NGEN, NSET=ENDA 1,7,1 *NCOPY, CHANGENUMBER=700, OLDSET=ENDA, NEWSET=ENDB, SHIFT 100.0E-2, 57.7E-2, 0.0 0.0,0.0,0.0,1.0,0.0,0.0,0.0 *NFILL, NSET=ALLNODES ENDA, ENDB, 14, 50 *NSET, NSET=MIDSPAN, GENERATE 351,357,2 ** ** Element connectivity ** *ELEMENT, TYPE=S8R5, ELSET=PLATE 1, 1,101,103,3,51,102,53,2 *ELGEN, ELSET=PLATE 1, 3,2,1, 7,100,10 ** ** Physical and material properties ** *SHELL GENERAL SECTION, ELSET=PLATE, MATERIAL=MAT1, ORIENTATION=SKEW 0.8E-2, *ORIENTATION, NAME=SKEW, SYSTEM=RECTANGULAR 10.0E-2, 5.77E-2,0.0, -5.77E-2,10.0E-2,0.0 3, 0.0 *MATERIAL, NAME=MAT1 *ELASTIC 30.0E9,0.3 ** ** Local coordinate system ** *TRANSFORM, NSET=ENDB, TYPE=R 10.0E-2, 5.77E-2,0.0, -5.77E-2,10.0E-2,0.0 ** ** History data--END OF MODEL DATA-- ** *STEP, PERTURBATION Uniform pressure (20.0 kPa) load *STATIC ** ** Boundary conditions ** *BOUNDARY ENDA,ENCASTRE ENDB,2,6 ** ** Pressure loads ** *DLOAD PLATE,P,-20000.0 ** ** Output requests ** *OUTPUT,FIELD,OP=NEW *NODE OUTPUT U, *ELEMENT OUTPUT S, *OUTPUT,HISTORY,OP=NEW *NODE OUTPUT,NSET=MIDSPAN U, *EL PRINT S, *NODE PRINT, SUMMARY=NO, TOTALS=YES RF, *NODE PRINT, SUMMARY=NO, TOTALS=YES, GLOBAL=YES RF, *NODE PRINT, NSET=MIDSPAN U, *END STEP