CODE: ! Commands inserted into this file will be executed just prior to the ANSYS SOLVE command. ! These commands may supersede command settings set by Workbench. ! Active UNIT system in Workbench when this object was created: Metric (mm, kg, N, s, mV, mA) ! NOTE: Any data that requires units (such as mass) is assumed to be in the consistent solver unit system. ! See Solving Units in the help system for more information. !Definition der Komponenten SELTOL,0.01 !1. Obere Kante NSEL,S,LOC,Y,30,30 NSEL,R,LOC,X,0,15 CM,TOP,NODE CMLIST,TOP,1,NODE ALLSEL !2. Untere Kante NSEL,S,LOC,Y,0,0 NSEL,R,LOC,X,0,15 CM,BOT,NODE CMLIST,BOT,1,NODE ALLSEL !------- !Festlegung des LS !Lagerung ALLSEL KBC,0 CMSEL,S,BOT,NODE D,BOT,UY,0 D,BOT,UX,0 !Kraft ALLSEL CMSEL,S,TOP,NODE *GET,TOPNODENUM_,NODE,0,COUNT *DIM,TOPNODES_,ARRAY,TOPNODENUM_ *VGET,TOPNODES_(1),NODE,,NLIST *STATUS,TOPNODES_ FAPL_=-90000/TOPNODENUM_ !Kraft pro Node *DO,i,1,TOPNODENUM_,1 F,TOPNODES_(i),FY,FAPL_ *ENDDO FLIST,ALL ALLSEL LSWRITE,1 !-------- LSSOLVE,1,1,1 FINISH !------- !Ermittlung der Reaktionskräfte /POST1 CMSEL,S,BOT,NODE *GET,BOTNODENUM_,NODE,0,COUNT *DIM,BOTNODES_,ARRAY,BOTNODENUM_ *VGET,BOTNODES_(1),NODE,,NLIST *STATUS,BOTNODES_ FYSUM_=0 *DO,j,1,BOTNODENUM_,1 *GET,FYNODE_,NODE,BOTNODES_(j),RF,FY FYSUM_=FYSUM_+FYNODE_ *ENDDO REAKTIONSKRAFT_=FYSUM_ *STATUS,REAKTIONSKRAFT_ !------- /EXIT Solver-Output: Aufbringung der Kraft: PARAMETER FAPL_ = -6923.076923 *DO LOOP ON PARAMETER= I FROM 1.0000 TO 13.000 BY 1.0000 SPECIFIED NODAL LOAD FY FOR SELECTED NODES 1 TO 1 BY 1 REAL= -6923.07692 IMAG= 0.00000000 *ENDDO INDEX= I LIST NODAL FORCES FOR SELECTED NODES 1 TO 233 BY 1 CURRENTLY SELECTED NODAL LOAD SET= FX FY *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 19.2 19.2 *** DISTRIBUTED ANSYS Academic Research 01003534 VERSION=WINDOWS x64 14:58:03 NOV 16, 2018 CP= 0.391 APDLUebung2--Statisch-mechanisch (B5) NODE LABEL REAL IMAG 1 FY -6923.07692 0.00000000 19 FY -6923.07692 0.00000000 30 FY -6923.07692 0.00000000 31 FY -6923.07692 0.00000000 32 FY -6923.07692 0.00000000 33 FY -6923.07692 0.00000000 34 FY -6923.07692 0.00000000 86 FY -6923.07692 0.00000000 120 FY -6923.07692 0.00000000 140 FY -6923.07692 0.00000000 142 FY -6923.07692 0.00000000 144 FY -6923.07692 0.00000000 146 FY -6923.07692 0.00000000 Die Reaktionskraft: *GET BOTNODENUM_ FROM NODE ITEM=COUN VALUE= 13.0000000 SET PARAMETER DIMENSIONS ON BOTNODES_ TYPE=ARRA DIMENSIONS= 13 1 1 VECTOR GET OPERATION BOTNODES_(1) VECTOR LENGTH= 13 NAME= NODE 0 NLIS PARAMETER STATUS- BOTNODES_ ( 29 PARAMETERS DEFINED) (INCLUDING 24 INTERNAL PARAMETERS) LOCATION VALUE 1 1 1 2.00000000 2 1 1 13.0000000 3 1 1 14.0000000 4 1 1 15.0000000 5 1 1 16.0000000 6 1 1 17.0000000 7 1 1 18.0000000 8 1 1 88.0000000 9 1 1 108.000000 10 1 1 110.000000 11 1 1 112.000000 12 1 1 114.000000 13 1 1 116.000000 PARAMETER FYSUM_ = 0.000000000 *DO LOOP ON PARAMETER= J FROM 1.0000 TO 13.000 BY 1.0000 *GET FYNODE_ FROM NODE 2 ITEM=RF FY VALUE= 0.674049022E-001 PARAMETER FYSUM_ = 0.6740490219E-01 *ENDDO INDEX= J PARAMETER REAKTIONSKRAFT_ = 89999.99996 PARAMETER STATUS- REAKTIONSKRAFT_ ( 33 PARAMETERS DEFINED) (INCLUDING 27 INTERNAL PARAMETERS) NAME VALUE TYPE DIMENSIONS REAKTIONSKRAFT_ 90000.0000 SCALAR EXIT THE ANSYS POST1 DATABASE PROCESSOR