1 ABAQUS VERSION 5.8-15 DATE 24-OCT-2000 TIME 09:34:36 PAGE 1 AAAAAA BBBBBBBBB AAAAAA QQQQQQQQ U U SSSSSSSS A A B B A A Q Q U U S A A B B A A Q Q U U S A A B B A A Q Q U U S AAAAAAAAAA BBBBBBBBB AAAAAAAAAA Q Q U U SSSSSSSS A A B B A A Q Q Q U U S A A B B A A Q Q Q U U S A A B B A A Q Q Q U U S A A BBBBBBBBB A A QQQQQQQQ UUUUUUUU SSSSSSSS Q <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> | | | | | | | | | | <|> <|> <|> --------------------------------------- --------------------------------------- | <|> | <|> | | <|> <|> <|> <|> | <|> | | | | | <|> <|> <|> <|> | <|> | <|> <|> | <|> | <|> <|> | <|> <|> <|> <|> <|> <|> | | <|> <|> <|> <|> <|> <|> <|> | <|> | <|> <|> <|> <|> <|> <|> <|> | <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> <|> THIS PROGRAM HAS BEEN DEVELOPED BY HIBBITT, KARLSSON & SORENSEN, INC. 1080 MAIN STREET PAWTUCKET, R.I. 02860 THIS IS AN ACADEMIC LICENSE OF ABAQUS AND IS MADE AVAILABLE FOR INTERNAL USE AT University of Mississippi. SUPPORT OF YOUR USAGE IS NOT INCLUDED IN THE LICENSE PRICE. TO PURCHASE SUPPORT, OR SEND INFORMATION TO HKS ABOUT A SUSPECTED ERROR, PLEASE FOLLOW THE PROCEDURES DESCRIBED IN THE ABAQUS ACADEMIC SUPPORT INSTRUCTIONS DOCUMENT. A COPY OF THIS DOCUMENT HAS BEEN SENT TO THE DESIGNATED USER AT YOUR SITE. ADDITIONAL COPIES CAN BE OBTAINED BY CONTACTING HKS OR YOUR LOCAL HKS REPRESENTATIVE. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THE TERMS OF THIS ACADEMIC LICENSE, PLEASE CONTACT THE DESIGNATED USER AT YOUR UNIVERSITY, David Roach. ON MACHINE sweetgum, YOU ARE AUTHORIZED TO RUN STANDARD AND POST UNTIL AUG. 31, 2001 YOUR SITE ID IS: 08UMISSA * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ***************** * * * N O T I C E * * * ***************** * * * * * * THIS IS ABAQUS VERSION 5.8-15 * * * * * * THIS IS A MAINTENANCE RELEASE. * * NO FORMAL Q/A HAS BEEN DONE. * * USE THE OFFICIAL VERSION 5.8-1 * * RELEASE UNLESS BUG FIXES PROVIDED * * IN THIS RELEASE ARE REQUIRED. * * * * * * THIS PROGRAM MAY NOT BE USED FOR COMMERCIAL PURPOSES * * WITHOUT PAYMENT OF A MONTHLY CHARGE. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 1 ABAQUS VERSION 5.8-15 DATE 24-OCT-2000 TIME 09:34:36 PAGE 2 FOR USE AT University of Mississippi UNDER ACADEMIC LICENSE FROM HKS, INC. A B A Q U S I N P U T E C H O 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 -------------------------------------------------------------------------------- *HEADING ABAQUS job created on 10-Sep-98 at 08:27:37 ** *RESTART, WRITE, FREQUENCY=1 LINE 5 ** *NODE 1, 0., 0. 2, 0., 12. 3, 12., 12. LINE 10 4, 12., 0. ** ** *ELEMENT, TYPE=B33 , ELSET=COLUMNS 1, 1, 2 LINE 15 3, 3, 4 *ELEMENT, TYPE=B33 , ELSET=BEAM 2, 2, 3 ** ** Columns LINE 20 ** *BEAM SECTION, ELSET=COLUMNS, SECTION=RECT, MATERIAL=STEEL, POISSON=0. 1., 0.25, 0., 0., 1. ** LINE 25 ** Beam ** *BEAM SECTION, ELSET=BEAM, SECTION=RECT, MATERIAL=STEEL, POISSON=0. 1., 0.25, 0., 0., 1. LINE 30 ** ** Steel ** Date: 10-Sep-98 Time: 08:19:14 ** *MATERIAL, NAME=STEEL LINE 35 ** *DENSITY 0.000283, ** *ELASTIC, TYPE=ISO LINE 40 29000., 0.33 ** ** Fixed ** *AMPLITUDE,VALUE=A,INPUT=blast.dat,NAME=Blast LINE 45 *BOUNDARY, OP=NEW FIXED, 1,, 0. FIXED, 2,, 0. FIXED, 3,, 0. ** LINE 50 *BOUNDARY, OP=NEW FIXED, 4,, 0. FIXED, 5,, 0. FIXED, 6,, 0. ** LINE 55 ** Step 1, Default Static Step ** LoadCase, Default ** *STEP, AMPLITUDE=RAMP, PERTURBATION Linear Static Analysis LINE 60 ** This load case is the default load case that always appears ** *STATIC ** LINE 65 *NSET, NSET=FIXED 1, 4 *NSET, NSET=HFORC 2, 3 ** LINE 70 ** ** Hforc ** *CLOAD, OP=NEW HFORC, 1, 0.05 LINE 75 ** ** *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 LINE 80 U, ** *EL PRINT, POS=INTEG, FREQ=1 S, E, LINE 85 *EL FILE, POS=INTEG, FREQ=1 S, E, ** *EL PRINT, POS=NODES, FREQ=0 LINE 90 ** *EL FILE, POS=NODES, FREQ=0 ** *EL PRINT, POS=CENTR, FREQ=0 ** LINE 95 *EL FILE, POS=CENTR, FREQ=0 ** *EL PRINT, POS=AVERAGE, FREQ=0 ** *EL FILE, POS=AVERAGE, FREQ=0 LINE 100 ** *MODAL PRINT, FREQ=99999 ** *MODAL FILE, FREQ=99999 ** LINE 105 *ENERGY PRINT, FREQ=0 ** *ENERGY FILE, FREQ=0 ** *PRINT, FREQ=1 LINE 110 ** *END STEP ** ** Step 2, Eigenvalue Analysis ** LINE 115 *STEP ** ** Eigenvalue Analysis ** *FREQUENCY LINE 120 6, 0., , , 30 ** *NODE PRINT, FREQ=0 ** *NODE FILE, FREQ=0 LINE 125 ** *EL PRINT, POS=INTEG, FREQ=0 ** *EL FILE, POS=INTEG, FREQ=0 ** LINE 130 *PRINT, FREQ=1 ** **ELEMENT MATRIX OUTPUT, OUTPUT FILE=USER DEFINED, MASS=YES, STIFFNESS=YES, ELSET=COLUMNS ** **ELEMENT MATRIX OUTPUT, OUTPUT FILE=USER DEFINED, MASS=YES, STIFFNESS=YES, ELSET=BEAM LINE 135 ** *END STEP ** ** Step 3, Transient ** LINE 140 *STEP *DYNAMIC 0.0001 ,.016,1E-14,.01 ** *****Ground Motion****** LINE 145 ** *CLOAD, OP=NEW, AMPLITUDE=Blast HFORC, 1, 1.00 ** *****Nodal Output***** LINE 150 ** *NODE PRINT,FREQUENCY=1 U A ** LINE 155 *****Element Output***** *EL PRINT,FREQUENCY=1 ** *END STEP -------------------------------------------------------------------------------- 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 -------------------------------------------------------------------------------- OPTIONS BEING PROCESSED *************************** *HEADING ABAQUS job created on 10-Sep-98 at 08:27:37 *NODE *ELEMENT, TYPE=B33 , ELSET=COLUMNS *ELEMENT, TYPE=B33 , ELSET=BEAM *NSET, NSET=FIXED *NSET, NSET=HFORC *MATERIAL, NAME=STEEL *DENSITY *ELASTIC, TYPE=ISO *BOUNDARY, OP=NEW *BOUNDARY, OP=NEW *BEAM SECTION, ELSET=COLUMNS, SECTION=RECT, MATERIAL=STEEL, POISSON=0. *BEAM SECTION, ELSET=BEAM, SECTION=RECT, MATERIAL=STEEL, POISSON=0. *AMPLITUDE,VALUE=A,INPUT=blast.dat,NAME=Blast *STEP, AMPLITUDE=RAMP, PERTURBATION Linear Static Analysis This load case is the default load case that always appears *STATIC *EL PRINT, POS=INTEG, FREQ=1 *EL FILE, POS=INTEG, FREQ=1 *EL PRINT, POS=NODES, FREQ=0 *EL FILE, POS=NODES, FREQ=0 *EL PRINT, POS=CENTR, FREQ=0 *EL FILE, POS=CENTR, FREQ=0 *EL PRINT, POS=AVERAGE, FREQ=0 *EL FILE, POS=AVERAGE, FREQ=0 *ENERGY PRINT, FREQ=0 *ENERGY FILE, FREQ=0 *PRINT, FREQ=1 *END STEP *STEP *FREQUENCY *FREQUENCY *EL PRINT, POS=INTEG, FREQ=0 *EL FILE, POS=INTEG, FREQ=0 *PRINT, FREQ=1 *END STEP *STEP *DYNAMIC *EL PRINT,FREQUENCY=1 *END STEP *BOUNDARY, OP=NEW *BOUNDARY, OP=NEW *STEP, AMPLITUDE=RAMP, PERTURBATION *STATIC *CLOAD, OP=NEW *NODE PRINT, FREQ=1 *NODE FILE, FREQ=1 *MODAL PRINT, FREQ=99999 *MODAL FILE, FREQ=99999 *END STEP *STEP *FREQUENCY *FREQUENCY *NODE PRINT, FREQ=0 *NODE FILE, FREQ=0 *END STEP *STEP *DYNAMIC *CLOAD, OP=NEW, AMPLITUDE=Blast *NODE PRINT,FREQUENCY=1 *END STEP 1 ABAQUS VERSION 5.8-15 DATE 24-OCT-2000 TIME 09:34:36 PAGE 3 FOR USE AT University of Mississippi UNDER ACADEMIC LICENSE FROM HKS, INC. ABAQUS job created on 10-Sep-98 at 08:27:37 E L E M E N T D E F I N I T I O N S NUMBER TYPE PROPERTY NODES FORMING ELEMENT REFERENCE 1 B33 1 1 2 2 B33 2 2 3 3 B33 1 3 4 B E A M S E C T I O N SECTION NUMBER 1 IS USED WITH BEAMS IN SPACE SECTION TYPE: RECTANGULAR MATERIAL NAME: STEEL WIDTH IN 1-DIRECTION = 1.0000 WIDTH IN 2-DIRECTION = 0.25000 ORIENTATION OF THE SECTION 1-AXIS = ( 0.00000E+00, 0.00000E+00, 1.0000 ) SECTION POISSON RATIO = 0.00000E+00 (USED WITH LINEAR AND QUADRATIC BEAM ELEMENTS ONLY) TOTAL NUMBER OF INTEGRATION POINTS IN THE SECTION = 25 NUMBER OF INTEGRATION POINTS IN THE 1-DIRECTION OF THE SECTION = 5 NUMBER OF INTEGRATION POINTS IN THE 2-DIRECTION OF THE SECTION = 5 AREA = 0.2500000 MOMENT OF INERTIA I(11) = 1.3020833E-03 MOMENT OF INERTIA I(22) = 2.0833333E-02 PRODUCT OF INERTIA I(12) = 0.0000000E+00 POLAR MOMENT OF INERTIA I(11)+I(22) = 2.2135417E-02 TORSION CONSTANT OF SOLID SECTION = 4.4313725E-03 CENTROID COORDINATES (1,2) = ( 0.0000000E+00,-1.3010426E-18) SHEAR CENTER COORDINATES (1,2) = ( 0.0000000E+00,-1.3010426E-18) TRANSVERSE SHEAR STIFFNESSES (ONLY USED IF THE SECTION IS ASSOCIATED WITH SHEAR DEFORMABLE BEAMS): K*G(23)*A = 2316.7 K*G(13)*A = 2316.7 NOTE: A "SLENDERNESS COMPENSATION FACTOR" WILL BE APPLIED TO THE TRANSVERSE SHEAR STIFFNESSES SHOWN. PLEASE REFER TO *TRANSVERSE SHEAR STIFFNESS IN THE USERS MANUAL FOR DETAILS. SECTION NUMBER 2 IS USED WITH BEAMS IN SPACE SECTION TYPE: RECTANGULAR MATERIAL NAME: STEEL WIDTH IN 1-DIRECTION = 1.0000 WIDTH IN 2-DIRECTION = 0.25000 ORIENTATION OF THE SECTION 1-AXIS = ( 0.00000E+00, 0.00000E+00, 1.0000 ) SECTION POISSON RATIO = 0.00000E+00 (USED WITH LINEAR AND QUADRATIC BEAM ELEMENTS ONLY) TOTAL NUMBER OF INTEGRATION POINTS IN THE SECTION = 25 NUMBER OF INTEGRATION POINTS IN THE 1-DIRECTION OF THE SECTION = 5 NUMBER OF INTEGRATION POINTS IN THE 2-DIRECTION OF THE SECTION = 5 AREA = 0.2500000 MOMENT OF INERTIA I(11) = 1.3020833E-03 MOMENT OF INERTIA I(22) = 2.0833333E-02 PRODUCT OF INERTIA I(12) = 0.0000000E+00 POLAR MOMENT OF INERTIA I(11)+I(22) = 2.2135417E-02 TORSION CONSTANT OF SOLID SECTION = 4.4313725E-03 CENTROID COORDINATES (1,2) = ( 0.0000000E+00,-1.3010426E-18) SHEAR CENTER COORDINATES (1,2) = ( 0.0000000E+00,-1.3010426E-18) TRANSVERSE SHEAR STIFFNESSES (ONLY USED IF THE SECTION IS ASSOCIATED WITH SHEAR DEFORMABLE BEAMS): K*G(23)*A = 2316.7 K*G(13)*A = 2316.7 M A T E R I A L D E S C R I P T I O N MATERIAL NAME: STEEL ELASTIC YOUNG'S POISSON'S MODULUS RATIO 29000. 0.33000 MASS DENSITY DENSITY 2.8300E-04 E L E M E N T S E T S SET BEAM MEMBERS 2 SET COLUMNS MEMBERS 1 3 N O D E S E T S SET FIXED MEMBERS 1 4 SET HFORC MEMBERS 2 3 A M P L I T U D E R E F E R E N C E S AMPLITUDE BLAST ABSOLUTE MAGNITUDE DEFINED STEP TIME DEFINED TABULAR AMPLITUDE DEFINITION (WITH SMOOTH = 0.25000 FOR DYNAMIC ANALYSIS) TIME AMPLITUDE TIME AMPLITUDE TIME AMPLITUDE TIME AMPLITUDE 4.00000E-04 10.000 2.00000E-03 6.0000 3.20000E-03 0.00000E+00 5.00000E-03 -6.0000 N O D E D E F I N I T I O N S NODE COORDINATES NORMAL SINGLE POINT CONSTRAINTS NUMBER TYPE PLUS DOF 1 0.00000E+00 0.00000E+00 0.00000E+00 1.0000 0.00000E+00 0.00000E+00 1 2 3 4 5 6 2 0.00000E+00 12.000 0.00000E+00 1.0000 0.00000E+00 0.00000E+00 3 12.000 12.000 0.00000E+00 0.00000E+00 -1.0000 0.00000E+00 4 12.000 0.00000E+00 0.00000E+00 -1.0000 0.00000E+00 0.00000E+00 1 2 3 4 5 6 N O R M A L D E F I N I T I O N S ELEMENT NODE NORMAL ELEMENT NODE NORMAL 2 2 0.0000E+00 -1.000 0.0000E+00 3 3 -1.000 0.0000E+00 0.0000E+00 S T E P 1 S T A T I C A N A L Y S I S Linear Static Analysis FIXED TIME INCREMENTS TIME INCREMENT IS 2.220E-16 TIME PERIOD IS 2.220E-16 RESTART FILE WILL BE WRITTEN EVERY 1 INCREMENTS THIS IS A LINEAR PERTURBATION STEP. ALL LOADS ARE DEFINED AS CHANGE IN LOAD TO THE REFERENCE STATE EXTRAPOLATION WILL NOT BE USED CHARACTERISTIC ELEMENT LENGTH 12.0 PRINT OF INCREMENT NUMBER, TIME, ETC., TO THE MESSAGE FILE EVERY 1 INCREMENTS D A T A B A S E O U T P U T G R O U P 1 THE FOLLOWING FIELD OUTPUT WILL BE WRITTEN EVERY 1 INCREMENT(S) THE FOLLOWING OUTPUT WILL BE WRITTEN FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. S E VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 THE FOLLOWING OUTPUT WILL BE WRITTEN FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. S E VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 THE FOLLOWING OUTPUT WILL BE WRITTEN FOR ALL NODES U RF CF END OF DATABASE OUTPUT GROUP 1 D A T A B A S E O U T P U T G R O U P 2 THE FOLLOWING HISTORY OUTPUT WILL BE WRITTEN EVERY 1 INCREMENT(S) THE FOLLOWING ENERGY OUTPUT QUANTITIES WILL BE WRITTEN FOR THE WHOLE MODEL ALLKE ALLSE ALLWK ALLPD ALLCD ALLVD ALLAE ALLIE ALLFD ALLJD ETOTAL END OF DATABASE OUTPUT GROUP 2 E L E M E N T P R I N T THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 1 S11 S12 THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 2 S11 S12 THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 3 E11 E12 THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 4 E11 E12 E L E M E N T F I L E O U T P U T THE FOLLOWING TABLE IS OUTPUT AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 S THE FOLLOWING TABLE IS OUTPUT AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 S THE FOLLOWING TABLE IS OUTPUT AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 E THE FOLLOWING TABLE IS OUTPUT AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 E N O D E P R I N T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES AT EVERY 1 INCREMENT SUMMARIES WILL BE PRINTED TABLE 1 U1 U2 U3 UR1 UR2 UR3 N O D E F I L E O U T P U T THE FOLLOWING TABLE IS OUTPUT FOR ALL NODES AT EVERY 1 INCREMENT U B O U N D A R Y C O N D I T I O N S NODE DOF AMP. MAGNITUDE NODE DOF AMP. MAGNITUDE REF. REF. 1 1 (RAMP) 0.00000E+00 1 2 (RAMP) 0.00000E+00 1 3 (RAMP) 0.00000E+00 1 4 (RAMP) 0.00000E+00 1 5 (RAMP) 0.00000E+00 1 6 (RAMP) 0.00000E+00 4 1 (RAMP) 0.00000E+00 4 2 (RAMP) 0.00000E+00 4 3 (RAMP) 0.00000E+00 4 4 (RAMP) 0.00000E+00 4 5 (RAMP) 0.00000E+00 4 6 (RAMP) 0.00000E+00 - (RAMP) OR (STEP) - INDICATE USE OF DEFAULT AMPLITUDES ASSOCIATED WITH THE STEP C O N C E N T R A T E D L O A D S NODE DOF AMP. AMPLITUDE NODE DOF AMP. AMPLITUDE NODE DOF AMP. AMPLITUDE REF. REF. REF. 2 1 5.00000E-02 3 1 5.00000E-02 S T E P 2 C A L C U L A T I O N O F E I G E N V A L U E S F O R N A T U R A L F R E Q U E N C I E S THE SUBSPACE ITERATION METHOD IS USED FOR THIS ANALYSIS NUMBER OF EIGENVALUES 6 HIGHEST FREQUENCY OF INTEREST 0.10000E+19 MAXIMUM NUMBER OF ITERATIONS 30 NUMBER OF VECTORS IN ITERATION 12 THE EIGENVECTORS ARE SCALED SO THAT THE LARGEST DISPLACEMENT ENTRY IN EACH VECTOR IS UNITY RESTART FILE WILL BE WRITTEN EVERY 1 INCREMENTS THIS IS A LINEAR PERTURBATION STEP. ALL LOADS ARE DEFINED AS CHANGE IN LOAD TO THE REFERENCE STATE EXTRAPOLATION WILL NOT BE USED CHARACTERISTIC ELEMENT LENGTH 12.0 PRINT OF INCREMENT NUMBER, TIME, ETC., TO THE MESSAGE FILE EVERY 1 INCREMENTS D A T A B A S E O U T P U T G R O U P 1 THE FOLLOWING FIELD OUTPUT WILL BE WRITTEN FOR ALL EIGENMODES THE FOLLOWING OUTPUT WILL BE WRITTEN FOR ALL NODES U END OF DATABASE OUTPUT GROUP 1 B O U N D A R Y C O N D I T I O N S NODE DOF AMP. MAGNITUDE NODE DOF AMP. MAGNITUDE REF. REF. 1 1 (STEP) 0.00000E+00 1 2 (STEP) 0.00000E+00 1 3 (STEP) 0.00000E+00 1 4 (STEP) 0.00000E+00 1 5 (STEP) 0.00000E+00 1 6 (STEP) 0.00000E+00 4 1 (STEP) 0.00000E+00 4 2 (STEP) 0.00000E+00 4 3 (STEP) 0.00000E+00 4 4 (STEP) 0.00000E+00 4 5 (STEP) 0.00000E+00 4 6 (STEP) 0.00000E+00 - (RAMP) OR (STEP) - INDICATE USE OF DEFAULT AMPLITUDES ASSOCIATED WITH THE STEP S T E P 3 D Y N A M I C A N A L Y S I S - I M P L I C I T I N T E G R A T I O N FIXED TIME INCREMENTS TIME INCREMENT IS 1.000E-04 TIME PERIOD IS 1.600E-02 HILBER-HUGHES OPERATOR PARAMETER (ALPHA) IS -5.000E-02 CONVERGENCE TOLERANCE PARAMETERS FOR FORCE CRITERION FOR RESIDUAL FORCE FOR A NONLINEAR PROBLEM 5.000E-03 CRITERION FOR DISP. CORRECTION IN A NONLINEAR PROBLEM 1.000E-02 INIT. VALUE OF TIME AVG. FORCE IS TIME AVG. FORCE IN PREVIOUS STEP AVERAGE FORCE IS TIME AVERAGE FORCE ALTERNATE CRIT. FOR RESIDUAL FORCE FOR A NONLINEAR PROBLEM 2.000E-02 CRITERION FOR ZERO FORCE RELATIVE TO TIME AVRG. FORCE 1.000E-05 CRITERION FOR RESIDUAL FORCE WHEN THERE IS ZERO FLUX 1.000E-05 CRITERION FOR DISP. CORRECTION WHEN THERE IS ZERO FLUX 1.000E-03 CRITERION FOR RESIDUAL FORCE FOR A LINEAR INCREMENT 1.000E-08 FIELD CONVERSION RATIO 1.00 CONVERGENCE TOLERANCE PARAMETERS FOR MOMENT CRITERION FOR RESIDUAL MOMENT FOR A NONLINEAR PROBLEM 5.000E-03 CRITERION FOR ROTATION CORRECTION IN A NONLINEAR PROBLEM 1.000E-02 INIT. VALUE OF TIME AVG. MOMENT IS TIME AVG. MOMENT IN PREVIOUS STEP AVERAGE MOMENT IS TIME AVERAGE MOMENT ALTERNATE CRIT. FOR RESIDUAL MOMENT FOR A NONLINEAR PROBLEM 2.000E-02 CRITERION FOR ZERO MOMENT RELATIVE TO TIME AVRG. MOMENT 1.000E-05 CRITERION FOR RESIDUAL MOMENT WHEN THERE IS ZERO FLUX 1.000E-05 CRITERION FOR ROTATION CORRECTION WHEN THERE IS ZERO FLUX 1.000E-03 CRITERION FOR RESIDUAL MOMENT FOR A LINEAR INCREMENT 1.000E-08 FIELD CONVERSION RATIO 1.00 VOLUMETRIC STRAIN COMPATIBILITY TOLERANCE FOR HYBRID SOLIDS 1.000E-05 AXIAL STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS 1.000E-05 TRANS. SHEAR STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS 1.000E-05 SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P>P0 5.000E-03 SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P=0.0 0.100 DISPLACEMENT COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS 1.000E-05 ROTATION COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS 1.000E-05 ITERATION CONTROL PARAMETERS: FIRST EQUILIBRIUM ITERATION FOR CONSECUTIVE DIVERGENCE CHECK 4 EQUILIBRIUM ITERATION AFTER WHICH ALTERNATE RESIDUAL IS USED 9 MAXIMUM EQUILIBRIUM ITERATIONS ALLOWED 16 MAXIMUM ITERATIONS FOR SEVERE DISCONTINUITIES 12 RESTART FILE WILL BE WRITTEN EVERY 1 INCREMENTS THE MAXIMUM NUMBER OF INCREMENTS IN THIS STEP IS 10 EXTRAPOLATION WILL BE USED CHARACTERISTIC ELEMENT LENGTH 12.0 PRINT OF INCREMENT NUMBER, TIME, ETC., TO THE MESSAGE FILE EVERY 1 INCREMENTS D A T A B A S E O U T P U T G R O U P 1 THE FOLLOWING FIELD OUTPUT WILL BE WRITTEN EVERY 1 INCREMENT(S) THE FOLLOWING OUTPUT WILL BE WRITTEN FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. S E PE PEEQ PEMAG VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 THE FOLLOWING OUTPUT WILL BE WRITTEN FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. S E PE PEEQ PEMAG VALUES ARE OUTPUT AT THE FOLLOWING SECTION POINTS 1 5 21 25 THE FOLLOWING OUTPUT WILL BE WRITTEN FOR ALL NODES U V A RF CF END OF DATABASE OUTPUT GROUP 1 D A T A B A S E O U T P U T G R O U P 2 THE FOLLOWING HISTORY OUTPUT WILL BE WRITTEN EVERY 1 INCREMENT(S) THE FOLLOWING ENERGY OUTPUT QUANTITIES WILL BE WRITTEN FOR THE WHOLE MODEL ALLKE ALLSE ALLWK ALLPD ALLCD ALLVD ALLAE ALLIE ALLFD ALLJD ETOTAL END OF DATABASE OUTPUT GROUP 2 E L E M E N T P R I N T THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 1 S11 S12 MISES THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 2 S11 S12 MISES THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 3 E11 E12 THE FOLLOWING TABLE IS PRINTED AT EVERY 1 INCREMENT FOR ALL ELEMENTS OF TYPE B33. OUTPUT IS AT THE INTEGRATION POINTS. VALUES ARE PRINTED AT THE FOLLOWING SECTION POINTS 1 5 21 25 SUMMARIES WILL BE PRINTED WHERE APPLICABLE TABLE 4 E11 E12 N O D E P R I N T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES AT EVERY 1 INCREMENT SUMMARIES WILL BE PRINTED TABLE 1 U1 U2 U3 UR1 UR2 UR3 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES AT EVERY 1 INCREMENT SUMMARIES WILL BE PRINTED TABLE 2 A1 A2 A3 AR1 AR2 AR3 B O U N D A R Y C O N D I T I O N S NODE DOF AMP. MAGNITUDE NODE DOF AMP. MAGNITUDE REF. REF. 1 1 (RAMP) 0.00000E+00 1 2 (RAMP) 0.00000E+00 1 3 (RAMP) 0.00000E+00 1 4 (RAMP) 0.00000E+00 1 5 (RAMP) 0.00000E+00 1 6 (RAMP) 0.00000E+00 4 1 (RAMP) 0.00000E+00 4 2 (RAMP) 0.00000E+00 4 3 (RAMP) 0.00000E+00 4 4 (RAMP) 0.00000E+00 4 5 (RAMP) 0.00000E+00 4 6 (RAMP) 0.00000E+00 - (RAMP) OR (STEP) - INDICATE USE OF DEFAULT AMPLITUDES ASSOCIATED WITH THE STEP C O N C E N T R A T E D L O A D S NODE DOF AMP. AMPLITUDE NODE DOF AMP. AMPLITUDE NODE DOF AMP. AMPLITUDE REF. REF. REF. 2 1 BLAST 1.0000 3 1 BLAST 1.0000 P R O B L E M S I Z E NUMBER OF ELEMENTS IS 3 NUMBER OF NODES IS 7 NUMBER OF NODES DEFINED BY THE USER 4 NUMBER OF INTERNAL NODES GENERATED BY THE PROGRAM 3 TOTAL NUMBER OF VARIABLES IN THE MODEL 30 (DEGREES OF FREEDOM PLUS ANY LAGRANGE MULTIPLIER VARIABLES) MAXIMUM D.O.F. WAVEFRONT ESTIMATED AS 14 RMS WAVEFRONT ESTIMATED AS 13 SPARSE SOLVER WILL BE USED ESTIMATED FILE SIZES - GENERALLY VALUES ARE UPPER BOUNDS UNIT KWORDS MEGABYTES 1 0 0.00 21 6 0.05 22 6 0.05 30 0 0.00 .opr 313 2.51 SPARSE SOLVER OPERATOR FILE .fct 315 2.52 SPARSE SOLVER FACTOR FILE .sol 104 0.84 SPARSE SOLVER SOLUTIONS FILE ------- ---------- ---------- TOTAL 745 5.97 IF THE RESTART FILE IS WRITTEN ITS LENGTH WILL BE APPROXIMATELY WORDS MEGABYTES --------- --------- WRITTEN IN THE ANALYSIS PREPROCESSOR 3659 0.03 PLUS WRITTEN AT THE BEGINNING OF EACH STEP 69 0.00 PLUS FOR EACH INCREMENT WRITTEN TO THE RESTART FILE 8306 0.07 ESTIMATED ALLOCATED WORKSPACE 561 KILOWORDS / 4492 KILOBYTES END OF USER INPUT PROCESSING JOB TIME SUMMARY USER TIME (SEC) = 0.36000 SYSTEM TIME (SEC) = 0.12000 TOTAL CPU TIME (SEC) = 0.48000 WALLCLOCK TIME (SEC) = 2 1 ABAQUS VERSION 5.8-15 DATE 24-OCT-2000 TIME 09:34:39 PAGE 1 FOR USE AT University of Mississippi UNDER ACADEMIC LICENSE FROM HKS, INC. ABAQUS job created on 10-Sep-98 at 08:27:37 STEP 1 INCREMENT 1 Linear Static Analysis TIME COMPLETED IN THIS STEP 0.000E+00 S T E P 1 S T A T I C A N A L Y S I S Linear Static Analysis FIXED TIME INCREMENTS TIME INCREMENT IS 2.220E-16 TIME PERIOD IS 2.220E-16 THIS IS A LINEAR PERTURBATION STEP. ALL LOADS ARE DEFINED AS CHANGE IN LOAD TO THE REFERENCE STATE TOTAL MASS OF MODEL ASSOCIATED WITH EACH DIRECTION (MASS MAY BE DIFFERENT IN DIFFERENT DIRECTIONS IF POINT MASSES HAVE BEEN INTRODUCED) DIRECTION 1 DIRECTION 2 DIRECTION 3 2.5470000E-03 2.5470000E-03 2.5470000E-03 LOCATION OF THE CENTER OF MASS OF THE MODEL 6.0000000E+00 8.0000000E+00 0.0000000E+00 MOMENTS OF INERTIA ABOUT THE ORIGIN I(XX) I(YY) I(ZZ) 0.2038352 0.1631583 0.3667680 PRODUCTS OF INERTIA ABOUT THE ORIGIN I(XY) I(XZ) I(YZ) -0.1222560 0.0000000E+00 0.0000000E+00 MOMENTS OF INERTIA ABOUT THE CENTER OF MASS I(XX) I(YY) I(ZZ) 4.0827172E-02 7.1466344E-02 0.1120680 PRODUCTS OF INERTIA ABOUT THE CENTER OF MASS I(XY) I(XZ) I(YZ) -1.3877788E-17 0.0000000E+00 0.0000000E+00 INCREMENT 1 SUMMARY TIME INCREMENT COMPLETED 2.220E-16, FRACTION OF STEP COMPLETED 1.00 STEP TIME COMPLETED 2.220E-16, TOTAL TIME COMPLETED 0.000E+00 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 PT NOTE 1 1 1 26.60 1.7209E-17 1 1 5 26.60 1.7209E-17 1 1 21 -26.25 1.7209E-17 1 1 25 -26.25 1.7209E-17 1 2 1 4.289 1.7209E-17 1 2 5 4.289 1.7209E-17 1 2 21 -3.946 1.7209E-17 1 2 25 -3.946 1.7209E-17 1 3 1 -18.02 1.7209E-17 1 3 5 -18.02 1.7209E-17 1 3 21 18.36 1.7209E-17 1 3 25 18.36 1.7209E-17 3 1 1 18.02 1.7209E-17 3 1 5 18.02 1.7209E-17 3 1 21 -18.36 1.7209E-17 3 1 25 -18.36 1.7209E-17 3 2 1 -4.289 1.7209E-17 3 2 5 -4.289 1.7209E-17 3 2 21 3.946 1.7209E-17 3 2 25 3.946 1.7209E-17 3 3 1 -26.60 1.7209E-17 3 3 5 -26.60 1.7209E-17 3 3 21 26.25 1.7209E-17 3 3 25 26.25 1.7209E-17 MAXIMUM 26.60 1.7209E-17 ELEMENT 1 1 MINIMUM -26.60 1.7209E-17 ELEMENT 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 PT NOTE 2 1 1 -19.12 -1.2940E-17 2 1 5 -19.12 -1.2940E-17 2 1 21 19.12 -1.2940E-17 2 1 25 19.12 -1.2940E-17 2 2 1 8.2890E-16 -1.2940E-17 2 2 5 8.2890E-16 -1.2940E-17 2 2 21 -7.4319E-16 -1.2940E-17 2 2 25 -7.4319E-16 -1.2940E-17 2 3 1 19.12 -1.2940E-17 2 3 5 19.12 -1.2940E-17 2 3 21 -19.12 -1.2940E-17 2 3 25 -19.12 -1.2940E-17 MAXIMUM 19.12 -1.2940E-17 ELEMENT 2 2 MINIMUM -19.12 -1.2940E-17 ELEMENT 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 9.1714E-04 1.5785E-21 1 1 5 9.1714E-04 1.5785E-21 1 1 21 -9.0532E-04 1.5785E-21 1 1 25 -9.0532E-04 1.5785E-21 1 2 1 1.4789E-04 1.5785E-21 1 2 5 1.4789E-04 1.5785E-21 1 2 21 -1.3607E-04 1.5785E-21 1 2 25 -1.3607E-04 1.5785E-21 1 3 1 -6.2137E-04 1.5785E-21 1 3 5 -6.2137E-04 1.5785E-21 1 3 21 6.3319E-04 1.5785E-21 1 3 25 6.3319E-04 1.5785E-21 3 1 1 6.2137E-04 1.5785E-21 3 1 5 6.2137E-04 1.5785E-21 3 1 21 -6.3319E-04 1.5785E-21 3 1 25 -6.3319E-04 1.5785E-21 3 2 1 -1.4789E-04 1.5785E-21 3 2 5 -1.4789E-04 1.5785E-21 3 2 21 1.3607E-04 1.5785E-21 3 2 25 1.3607E-04 1.5785E-21 3 3 1 -9.1714E-04 1.5785E-21 3 3 5 -9.1714E-04 1.5785E-21 3 3 21 9.0532E-04 1.5785E-21 3 3 25 9.0532E-04 1.5785E-21 MAXIMUM 9.1714E-04 1.5785E-21 ELEMENT 1 1 MINIMUM -9.1714E-04 1.5785E-21 ELEMENT 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -6.5928E-04 -1.1869E-21 2 1 5 -6.5928E-04 -1.1869E-21 2 1 21 6.5928E-04 -1.1869E-21 2 1 25 6.5928E-04 -1.1869E-21 2 2 1 2.8583E-20 -1.1869E-21 2 2 5 2.8583E-20 -1.1869E-21 2 2 21 -2.5627E-20 -1.1869E-21 2 2 25 -2.5627E-20 -1.1869E-21 2 3 1 6.5928E-04 -1.1869E-21 2 3 5 6.5928E-04 -1.1869E-21 2 3 21 -6.5928E-04 -1.1869E-21 2 3 25 -6.5928E-04 -1.1869E-21 MAXIMUM 6.5928E-04 -1.1869E-21 ELEMENT 2 2 MINIMUM -6.5928E-04 -1.1869E-21 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 0.2725 7.0927E-05 0.0000E+00 0.0000E+00 0.0000E+00 -1.3630E-02 3 0.2725 -7.0927E-05 0.0000E+00 0.0000E+00 0.0000E+00 -1.3630E-02 MAXIMUM 0.2725 7.0927E-05 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -7.0927E-05 0.0000E+00 0.0000E+00 0.0000E+00 -1.3630E-02 AT NODE 1 3 1 1 1 3 1 ABAQUS VERSION 5.8-15 DATE 24-OCT-2000 TIME 09:34:39 PAGE 2 FOR USE AT University of Mississippi UNDER ACADEMIC LICENSE FROM HKS, INC. ABAQUS job created on 10-Sep-98 at 08:27:37 STEP 2 INCREMENT 1 TIME COMPLETED IN THIS STEP 0.000E+00 S T E P 2 C A L C U L A T I O N O F E I G E N V A L U E S F O R N A T U R A L F R E Q U E N C I E S THE SUBSPACE ITERATION METHOD IS USED FOR THIS ANALYSIS NUMBER OF EIGENVALUES 6 HIGHEST FREQUENCY OF INTEREST 0.10000E+19 MAXIMUM NUMBER OF ITERATIONS 30 NUMBER OF VECTORS IN ITERATION 12 THE EIGENVECTORS ARE SCALED SO THAT THE LARGEST DISPLACEMENT ENTRY IN EACH VECTOR IS UNITY THIS IS A LINEAR PERTURBATION STEP. ALL LOADS ARE DEFINED AS CHANGE IN LOAD TO THE REFERENCE STATE E I G E N V A L U E O U T P U T MODE NO EIGENVALUE FREQUENCY GENERALIZED MASS COMPOSITE MODAL DAMPING (RAD/TIME) (CYCLES/TIME) 1 265.54 16.296 2.5935 1.38588E-03 0.00000E+00 2 1643.9 40.546 6.4530 1.30270E-03 0.00000E+00 3 3642.8 60.356 9.6059 7.05784E-04 0.00000E+00 4 5963.8 77.226 12.291 6.34806E-03 0.00000E+00 5 30975. 176.00 28.011 4.52466E-03 0.00000E+00 6 93771. 306.22 48.736 2.45456E-03 0.00000E+00 P A R T I C I P A T I O N F A C T O R S MODE NO X-COMPONENT Y-COMPONENT Z-COMPONENT X-ROTATION Y-ROTATION Z-ROTATION 1 1.1687 -5.24547E-15 -5.84959E-17 -1.75808E-16 -1.87370E-14 -12.024 2 1.37803E-12 1.95657E-12 1.1626 12.374 -6.9755 1.61321E-11 3 9.54084E-12 -4.67079E-11 -8.60830E-14 -2.56310E-13 -8.0158 -3.00401E-10 4 1.77285E-11 -0.26974 1.59291E-13 4.60536E-13 5.05925E-11 -1.6184 5 -0.20210 -4.37475E-09 3.18992E-12 9.17282E-12 2.67428E-09 1.0352 6 1.51996E-07 4.29850E-07 0.25194 0.90446 -1.5116 3.62500E-06 E F F E C T I V E M A S S MODE NO X-COMPONENT Y-COMPONENT Z-COMPONENT X-ROTATION Y-ROTATION Z-ROTATION 1 1.89304E-03 3.81323E-32 4.74216E-36 4.28354E-35 4.86546E-31 0.20037 2 2.47378E-27 4.98697E-27 1.76074E-03 0.19947 6.33868E-02 3.39021E-25 3 6.42459E-26 1.53976E-24 5.23006E-30 4.63662E-29 4.53484E-02 6.36904E-23 4 1.99519E-24 4.61885E-04 1.61073E-28 1.34638E-27 1.62485E-23 1.66279E-02 5 1.84813E-04 8.65950E-20 4.60412E-26 3.80708E-25 3.23594E-20 4.84868E-03 6 5.67072E-17 4.53533E-16 1.55795E-04 2.00797E-03 5.60863E-03 3.22544E-14 TOTAL 2.07785E-03 4.61885E-04 1.91654E-03 0.20148 0.11434 0.22184 1 ABAQUS VERSION 5.8-15 DATE 24-OCT-2000 TIME 09:34:39 PAGE 3 FOR USE AT University of Mississippi UNDER ACADEMIC LICENSE FROM HKS, INC. ABAQUS job created on 10-Sep-98 at 08:27:37 STEP 3 INCREMENT 1 TIME COMPLETED IN THIS STEP 0.000E+00 S T E P 3 D Y N A M I C A N A L Y S I S - I M P L I C I T I N T E G R A T I O N FIXED TIME INCREMENTS TIME INCREMENT IS 1.000E-04 TIME PERIOD IS 1.600E-02 HILBER-HUGHES OPERATOR PARAMETER (ALPHA) IS -5.000E-02 INCREMENT 1 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 6.250E-03 STEP TIME COMPLETED 1.000E-04, TOTAL TIME COMPLETED 1.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 0.2413 -8.5484E-21 0.2413 1 1 5 0.2413 -8.5484E-21 0.2413 1 1 21 0.2837 -8.5484E-21 0.2837 1 1 25 0.2837 -8.5484E-21 0.2837 1 2 1 -0.3200 -8.5484E-21 0.3200 1 2 5 -0.3200 -8.5484E-21 0.3200 1 2 21 -0.4101 -8.5484E-21 0.4101 1 2 25 -0.4101 -8.5484E-21 0.4101 1 3 1 1.485 -8.5484E-21 1.485 1 3 5 1.485 -8.5484E-21 1.485 1 3 21 1.263 -8.5484E-21 1.263 1 3 25 1.263 -8.5484E-21 1.263 3 1 1 -1.485 -8.5484E-21 1.485 3 1 5 -1.485 -8.5484E-21 1.485 3 1 21 -1.263 -8.5484E-21 1.263 3 1 25 -1.263 -8.5484E-21 1.263 3 2 1 0.3200 -8.5484E-21 0.3200 3 2 5 0.3200 -8.5484E-21 0.3200 3 2 21 0.4101 -8.5484E-21 0.4101 3 2 25 0.4101 -8.5484E-21 0.4101 3 3 1 -0.2413 -8.5484E-21 0.2413 3 3 5 -0.2413 -8.5484E-21 0.2413 3 3 21 -0.2837 -8.5484E-21 0.2837 3 3 25 -0.2837 -8.5484E-21 0.2837 MAXIMUM 1.485 -8.5484E-21 1.485 ELEMENT 1 3 1 MINIMUM -1.485 -8.5484E-21 0.2413 ELEMENT 3 1 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -3.197 4.7634E-21 3.197 2 1 5 -3.197 4.7634E-21 3.197 2 1 21 -2.835 4.7634E-21 2.835 2 1 25 -2.835 4.7634E-21 2.835 2 2 1 7.6762E-16 4.7634E-21 7.6762E-16 2 2 5 7.6762E-16 4.7634E-21 7.6762E-16 2 2 21 8.0447E-16 4.7634E-21 8.0447E-16 2 2 25 8.0447E-16 4.7634E-21 8.0447E-16 2 3 1 3.197 4.7634E-21 3.197 2 3 5 3.197 4.7634E-21 3.197 2 3 21 2.835 4.7634E-21 2.835 2 3 25 2.835 4.7634E-21 2.835 MAXIMUM 3.197 4.7634E-21 3.197 ELEMENT 2 2 2 MINIMUM -3.197 4.7634E-21 7.6762E-16 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 8.3208E-06 -7.8410E-25 1 1 5 8.3208E-06 -7.8410E-25 1 1 21 9.7834E-06 -7.8410E-25 1 1 25 9.7834E-06 -7.8410E-25 1 2 1 -1.1036E-05 -7.8410E-25 1 2 5 -1.1036E-05 -7.8410E-25 1 2 21 -1.4142E-05 -7.8410E-25 1 2 25 -1.4142E-05 -7.8410E-25 1 3 1 5.1224E-05 -7.8410E-25 1 3 5 5.1224E-05 -7.8410E-25 1 3 21 4.3550E-05 -7.8410E-25 1 3 25 4.3550E-05 -7.8410E-25 3 1 1 -5.1224E-05 -7.8410E-25 3 1 5 -5.1224E-05 -7.8410E-25 3 1 21 -4.3550E-05 -7.8410E-25 3 1 25 -4.3550E-05 -7.8410E-25 3 2 1 1.1036E-05 -7.8410E-25 3 2 5 1.1036E-05 -7.8410E-25 3 2 21 1.4142E-05 -7.8410E-25 3 2 25 1.4142E-05 -7.8410E-25 3 3 1 -8.3208E-06 -7.8410E-25 3 3 5 -8.3208E-06 -7.8410E-25 3 3 21 -9.7834E-06 -7.8410E-25 3 3 25 -9.7834E-06 -7.8410E-25 MAXIMUM 5.1224E-05 -7.8410E-25 ELEMENT 1 3 MINIMUM -5.1224E-05 -7.8410E-25 ELEMENT 3 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -1.1025E-04 4.3692E-25 2 1 5 -1.1025E-04 4.3692E-25 2 1 21 -9.7770E-05 4.3692E-25 2 1 25 -9.7770E-05 4.3692E-25 2 2 1 2.6470E-20 4.3692E-25 2 2 5 2.6470E-20 4.3692E-25 2 2 21 2.7740E-20 4.3692E-25 2 2 25 2.7740E-20 4.3692E-25 2 3 1 1.1025E-04 4.3692E-25 2 3 5 1.1025E-04 4.3692E-25 2 3 21 9.7770E-05 4.3692E-25 2 3 25 9.7770E-05 4.3692E-25 MAXIMUM 1.1025E-04 4.3692E-25 ELEMENT 2 2 MINIMUM -1.1025E-04 4.3692E-25 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 3.2827E-04 1.2099E-04 0.0000E+00 0.0000E+00 0.0000E+00 -1.4907E-04 3 3.2827E-04 -1.2099E-04 0.0000E+00 0.0000E+00 0.0000E+00 -1.4907E-04 MAXIMUM 3.2827E-04 1.2099E-04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -1.2099E-04 0.0000E+00 0.0000E+00 0.0000E+00 -1.4907E-04 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 6.2615E+04 2.1882E+04 0.0000E+00 0.0000E+00 0.0000E+00 -2.8249E+04 3 6.2615E+04 -2.1882E+04 0.0000E+00 0.0000E+00 0.0000E+00 -2.8249E+04 MAXIMUM 6.2615E+04 2.1882E+04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -2.1882E+04 0.0000E+00 0.0000E+00 0.0000E+00 -2.8249E+04 AT NODE 1 3 1 1 1 2 INCREMENT 2 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 1.250E-02 STEP TIME COMPLETED 2.000E-04, TOTAL TIME COMPLETED 2.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 0.7020 -9.5143E-21 0.7020 1 1 5 0.7020 -9.5143E-21 0.7020 1 1 21 0.8602 -9.5143E-21 0.8602 1 1 25 0.8602 -9.5143E-21 0.8602 1 2 1 -0.8904 -9.5143E-21 0.8904 1 2 5 -0.8904 -9.5143E-21 0.8904 1 2 21 -1.230 -9.5143E-21 1.230 1 2 25 -1.230 -9.5143E-21 1.230 1 3 1 5.128 -9.5143E-21 5.128 1 3 5 5.128 -9.5143E-21 5.128 1 3 21 4.290 -9.5143E-21 4.290 1 3 25 4.290 -9.5143E-21 4.290 3 1 1 -5.128 -1.3030E-20 5.128 3 1 5 -5.128 -1.3030E-20 5.128 3 1 21 -4.290 -1.3030E-20 4.290 3 1 25 -4.290 -1.3030E-20 4.290 3 2 1 0.8904 -1.3030E-20 0.8904 3 2 5 0.8904 -1.3030E-20 0.8904 3 2 21 1.230 -1.3030E-20 1.230 3 2 25 1.230 -1.3030E-20 1.230 3 3 1 -0.7020 -1.3030E-20 0.7020 3 3 5 -0.7020 -1.3030E-20 0.7020 3 3 21 -0.8602 -1.3030E-20 0.8602 3 3 25 -0.8602 -1.3030E-20 0.8602 MAXIMUM 5.128 -9.5143E-21 5.128 ELEMENT 1 1 3 MINIMUM -5.128 -1.3030E-20 0.7020 ELEMENT 3 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -11.94 2.7842E-21 11.94 2 1 5 -11.94 2.7842E-21 11.94 2 1 21 -10.56 2.7842E-21 10.56 2 1 25 -10.56 2.7842E-21 10.56 2 2 1 7.6766E-16 2.7842E-21 7.6766E-16 2 2 5 7.6759E-16 2.7842E-21 7.6759E-16 2 2 21 8.0450E-16 2.7842E-21 8.0450E-16 2 2 25 8.0443E-16 2.7842E-21 8.0443E-16 2 3 1 11.94 2.7842E-21 11.94 2 3 5 11.94 2.7842E-21 11.94 2 3 21 10.56 2.7842E-21 10.56 2 3 25 10.56 2.7842E-21 10.56 MAXIMUM 11.94 2.7842E-21 11.94 ELEMENT 2 2 2 MINIMUM -11.94 2.7842E-21 7.6759E-16 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 2.4206E-05 -8.7269E-25 1 1 5 2.4206E-05 -8.7269E-25 1 1 21 2.9662E-05 -8.7269E-25 1 1 25 2.9662E-05 -8.7269E-25 1 2 1 -3.0703E-05 -8.7269E-25 1 2 5 -3.0703E-05 -8.7269E-25 1 2 21 -4.2429E-05 -8.7269E-25 1 2 25 -4.2429E-05 -8.7269E-25 1 3 1 1.7684E-04 -8.7269E-25 1 3 5 1.7684E-04 -8.7269E-25 1 3 21 1.4793E-04 -8.7269E-25 1 3 25 1.4793E-04 -8.7269E-25 3 1 1 -1.7684E-04 -1.1951E-24 3 1 5 -1.7684E-04 -1.1951E-24 3 1 21 -1.4793E-04 -1.1951E-24 3 1 25 -1.4793E-04 -1.1951E-24 3 2 1 3.0703E-05 -1.1951E-24 3 2 5 3.0703E-05 -1.1951E-24 3 2 21 4.2429E-05 -1.1951E-24 3 2 25 4.2429E-05 -1.1951E-24 3 3 1 -2.4206E-05 -1.1951E-24 3 3 5 -2.4206E-05 -1.1951E-24 3 3 21 -2.9662E-05 -1.1951E-24 3 3 25 -2.9662E-05 -1.1951E-24 MAXIMUM 1.7684E-04 -8.7269E-25 ELEMENT 1 1 MINIMUM -1.7684E-04 -1.1951E-24 ELEMENT 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -4.1164E-04 2.5538E-25 2 1 5 -4.1164E-04 2.5538E-25 2 1 21 -3.6419E-04 2.5538E-25 2 1 25 -3.6419E-04 2.5538E-25 2 2 1 2.6471E-20 2.5538E-25 2 2 5 2.6469E-20 2.5538E-25 2 2 21 2.7742E-20 2.5538E-25 2 2 25 2.7739E-20 2.5538E-25 2 3 1 4.1164E-04 2.5538E-25 2 3 5 4.1164E-04 2.5538E-25 2 3 21 3.6419E-04 2.5538E-25 2 3 25 3.6419E-04 2.5538E-25 MAXIMUM 4.1164E-04 2.5538E-25 ELEMENT 2 2 MINIMUM -4.1164E-04 2.5538E-25 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 1.2475E-03 4.3604E-04 0.0000E+00 0.0000E+00 0.0000E+00 -5.6283E-04 3 1.2475E-03 -4.3604E-04 0.0000E+00 0.0000E+00 0.0000E+00 -5.6283E-04 MAXIMUM 1.2475E-03 4.3604E-04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -4.3604E-04 0.0000E+00 0.0000E+00 0.0000E+00 -5.6283E-04 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 4.4302E+04 8678. 0.0000E+00 0.0000E+00 0.0000E+00 -1.8932E+04 3 4.4302E+04 -8678. 0.0000E+00 0.0000E+00 0.0000E+00 -1.8932E+04 MAXIMUM 4.4302E+04 8678. 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 2 1 1 1 1 MINIMUM 0.0000E+00 -8678. 0.0000E+00 0.0000E+00 0.0000E+00 -1.8932E+04 AT NODE 1 3 1 1 1 2 INCREMENT 3 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 1.875E-02 STEP TIME COMPLETED 3.000E-04, TOTAL TIME COMPLETED 3.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 0.7885 -1.2438E-20 0.7885 1 1 5 0.7885 -1.2438E-20 0.7885 1 1 21 1.107 -1.2438E-20 1.107 1 1 25 1.107 -1.2438E-20 1.107 1 2 1 -0.8175 -1.2438E-20 0.8175 1 2 5 -0.8175 -1.2438E-20 0.8175 1 2 21 -1.515 -1.2438E-20 1.515 1 2 25 -1.515 -1.2438E-20 1.515 1 3 1 8.960 -1.2438E-20 8.960 1 3 5 8.960 -1.2438E-20 8.960 1 3 21 7.247 -1.2438E-20 7.247 1 3 25 7.247 -1.2438E-20 7.247 3 1 1 -8.960 -2.1490E-20 8.960 3 1 5 -8.960 -2.1490E-20 8.960 3 1 21 -7.247 -2.1490E-20 7.247 3 1 25 -7.247 -2.1490E-20 7.247 3 2 1 0.8175 -2.1490E-20 0.8175 3 2 5 0.8175 -2.1490E-20 0.8175 3 2 21 1.515 -2.1490E-20 1.515 3 2 25 1.515 -2.1490E-20 1.515 3 3 1 -0.7885 -2.1490E-20 0.7885 3 3 5 -0.7885 -2.1490E-20 0.7885 3 3 21 -1.107 -2.1490E-20 1.107 3 3 25 -1.107 -2.1490E-20 1.107 MAXIMUM 8.960 -1.2438E-20 8.960 ELEMENT 1 1 3 MINIMUM -8.960 -2.1490E-20 0.7885 ELEMENT 3 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -23.96 -3.4285E-21 23.96 2 1 5 -23.96 -3.4285E-21 23.96 2 1 21 -21.11 -3.4285E-21 21.11 2 1 25 -21.11 -3.4285E-21 21.11 2 2 1 -8.7807E-16 -3.4285E-21 8.7807E-16 2 2 5 -8.7825E-16 -3.4285E-21 8.7825E-16 2 2 21 -6.9384E-16 -3.4285E-21 6.9384E-16 2 2 25 -6.9402E-16 -3.4285E-21 6.9402E-16 2 3 1 23.96 -3.4285E-21 23.96 2 3 5 23.96 -3.4285E-21 23.96 2 3 21 21.11 -3.4285E-21 21.11 2 3 25 21.11 -3.4285E-21 21.11 MAXIMUM 23.96 -3.4285E-21 23.96 ELEMENT 2 2 2 MINIMUM -23.96 -3.4285E-21 6.9384E-16 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 2.7188E-05 -1.1408E-24 1 1 5 2.7188E-05 -1.1408E-24 1 1 21 3.8162E-05 -1.1408E-24 1 1 25 3.8162E-05 -1.1408E-24 1 2 1 -2.8188E-05 -1.1408E-24 1 2 5 -2.8188E-05 -1.1408E-24 1 2 21 -5.2232E-05 -1.1408E-24 1 2 25 -5.2232E-05 -1.1408E-24 1 3 1 3.0897E-04 -1.1408E-24 1 3 5 3.0897E-04 -1.1408E-24 1 3 21 2.4991E-04 -1.1408E-24 1 3 25 2.4991E-04 -1.1408E-24 3 1 1 -3.0897E-04 -1.9711E-24 3 1 5 -3.0897E-04 -1.9711E-24 3 1 21 -2.4991E-04 -1.9711E-24 3 1 25 -2.4991E-04 -1.9711E-24 3 2 1 2.8188E-05 -1.9711E-24 3 2 5 2.8188E-05 -1.9711E-24 3 2 21 5.2232E-05 -1.9711E-24 3 2 25 5.2232E-05 -1.9711E-24 3 3 1 -2.7188E-05 -1.9711E-24 3 3 5 -2.7188E-05 -1.9711E-24 3 3 21 -3.8162E-05 -1.9711E-24 3 3 25 -3.8162E-05 -1.9711E-24 MAXIMUM 3.0897E-04 -1.1408E-24 ELEMENT 1 1 MINIMUM -3.0897E-04 -1.9711E-24 ELEMENT 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -8.2624E-04 -3.1448E-25 2 1 5 -8.2624E-04 -3.1448E-25 2 1 21 -7.2782E-04 -3.1448E-25 2 1 25 -7.2782E-04 -3.1448E-25 2 2 1 -3.0278E-20 -3.1448E-25 2 2 5 -3.0285E-20 -3.1448E-25 2 2 21 -2.3926E-20 -3.1448E-25 2 2 25 -2.3932E-20 -3.1448E-25 2 3 1 8.2624E-04 -3.1448E-25 2 3 5 8.2624E-04 -3.1448E-25 2 3 21 7.2782E-04 -3.1448E-25 2 3 25 7.2782E-04 -3.1448E-25 MAXIMUM 8.2624E-04 -3.1448E-25 ELEMENT 2 2 MINIMUM -8.2624E-04 -3.1448E-25 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 2.5848E-03 8.2591E-04 0.0000E+00 0.0000E+00 0.0000E+00 -1.1541E-03 3 2.5848E-03 -8.2591E-04 0.0000E+00 0.0000E+00 0.0000E+00 -1.1541E-03 MAXIMUM 2.5848E-03 8.2591E-04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -8.2591E-04 0.0000E+00 0.0000E+00 0.0000E+00 -1.1541E-03 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 2.0246E+04 -6470. 0.0000E+00 0.0000E+00 0.0000E+00 -7029. 3 2.0246E+04 6470. 0.0000E+00 0.0000E+00 0.0000E+00 -7029. MAXIMUM 2.0246E+04 6470. 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 3 1 1 1 1 MINIMUM 0.0000E+00 -6470. 0.0000E+00 0.0000E+00 0.0000E+00 -7029. AT NODE 1 2 1 1 1 3 INCREMENT 4 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 2.500E-02 STEP TIME COMPLETED 4.000E-04, TOTAL TIME COMPLETED 4.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 2.3612E-02 2.8253E-20 2.3612E-02 1 1 5 2.3612E-02 2.8253E-20 2.3612E-02 1 1 21 0.5108 2.8253E-20 0.5108 1 1 25 0.5108 2.8253E-20 0.5108 1 2 1 0.6652 2.8253E-20 0.6652 1 2 5 0.6652 2.8253E-20 0.6652 1 2 21 -0.4307 2.8253E-20 0.4307 1 2 25 -0.4307 2.8253E-20 0.4307 1 3 1 10.95 2.8253E-20 10.95 1 3 5 10.95 2.8253E-20 10.95 1 3 21 8.274 2.8253E-20 8.274 1 3 25 8.274 2.8253E-20 8.274 3 1 1 -10.95 1.1917E-20 10.95 3 1 5 -10.95 1.1917E-20 10.95 3 1 21 -8.274 1.1917E-20 8.274 3 1 25 -8.274 1.1917E-20 8.274 3 2 1 -0.6652 1.1917E-20 0.6652 3 2 5 -0.6652 1.1917E-20 0.6652 3 2 21 0.4307 1.1917E-20 0.4307 3 2 25 0.4307 1.1917E-20 0.4307 3 3 1 -2.3612E-02 1.1917E-20 2.3612E-02 3 3 5 -2.3612E-02 1.1917E-20 2.3612E-02 3 3 21 -0.5108 1.1917E-20 0.5108 3 3 25 -0.5108 1.1917E-20 0.5108 MAXIMUM 10.95 2.8253E-20 10.95 ELEMENT 1 1 3 MINIMUM -10.95 1.1917E-20 2.3612E-02 ELEMENT 3 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -36.31 -4.3985E-20 36.31 2 1 5 -36.31 -4.3985E-20 36.31 2 1 21 -31.76 -4.3985E-20 31.76 2 1 25 -31.76 -4.3985E-20 31.76 2 2 1 -7.1664E-15 -4.3985E-20 7.1664E-15 2 2 5 -7.1667E-15 -4.3985E-20 7.1667E-15 2 2 21 -6.9821E-15 -4.3985E-20 6.9821E-15 2 2 25 -6.9825E-15 -4.3985E-20 6.9825E-15 2 3 1 36.31 -4.3985E-20 36.31 2 3 5 36.31 -4.3985E-20 36.31 2 3 21 31.76 -4.3985E-20 31.76 2 3 25 31.76 -4.3985E-20 31.76 MAXIMUM 36.31 -4.3985E-20 36.31 ELEMENT 2 2 2 MINIMUM -36.31 -4.3985E-20 6.9821E-15 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 8.1420E-07 2.5915E-24 1 1 5 8.1420E-07 2.5915E-24 1 1 21 1.7615E-05 2.5915E-24 1 1 25 1.7615E-05 2.5915E-24 1 2 1 2.2937E-05 2.5915E-24 1 2 5 2.2937E-05 2.5915E-24 1 2 21 -1.4851E-05 2.5915E-24 1 2 25 -1.4851E-05 2.5915E-24 1 3 1 3.7770E-04 2.5915E-24 1 3 5 3.7770E-04 2.5915E-24 1 3 21 2.8532E-04 2.5915E-24 1 3 25 2.8532E-04 2.5915E-24 3 1 1 -3.7770E-04 1.0931E-24 3 1 5 -3.7770E-04 1.0931E-24 3 1 21 -2.8532E-04 1.0931E-24 3 1 25 -2.8532E-04 1.0931E-24 3 2 1 -2.2937E-05 1.0931E-24 3 2 5 -2.2937E-05 1.0931E-24 3 2 21 1.4851E-05 1.0931E-24 3 2 25 1.4851E-05 1.0931E-24 3 3 1 -8.1420E-07 1.0931E-24 3 3 5 -8.1420E-07 1.0931E-24 3 3 21 -1.7615E-05 1.0931E-24 3 3 25 -1.7615E-05 1.0931E-24 MAXIMUM 3.7770E-04 2.5915E-24 ELEMENT 1 1 MINIMUM -3.7770E-04 1.0931E-24 ELEMENT 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -1.2521E-03 -4.0345E-24 2 1 5 -1.2521E-03 -4.0345E-24 2 1 21 -1.0952E-03 -4.0345E-24 2 1 25 -1.0952E-03 -4.0345E-24 2 2 1 -2.4712E-19 -4.0345E-24 2 2 5 -2.4713E-19 -4.0345E-24 2 2 21 -2.4076E-19 -4.0345E-24 2 2 25 -2.4077E-19 -4.0345E-24 2 3 1 1.2521E-03 -4.0345E-24 2 3 5 1.2521E-03 -4.0345E-24 2 3 21 1.0952E-03 -4.0345E-24 2 3 25 1.0952E-03 -4.0345E-24 MAXIMUM 1.2521E-03 -4.0345E-24 ELEMENT 2 2 MINIMUM -1.2521E-03 -4.0345E-24 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 4.1173E-03 1.1573E-03 0.0000E+00 0.0000E+00 0.0000E+00 -1.8138E-03 3 4.1173E-03 -1.1573E-03 0.0000E+00 0.0000E+00 0.0000E+00 -1.8138E-03 MAXIMUM 4.1173E-03 1.1573E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -1.1573E-03 0.0000E+00 0.0000E+00 0.0000E+00 -1.8138E-03 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 -2057. -1.6613E+04 0.0000E+00 0.0000E+00 0.0000E+00 3408. 3 -2057. 1.6613E+04 0.0000E+00 0.0000E+00 0.0000E+00 3408. MAXIMUM 0.0000E+00 1.6613E+04 0.0000E+00 0.0000E+00 0.0000E+00 3408. AT NODE 1 3 1 1 1 2 MINIMUM -2057. -1.6613E+04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 2 1 1 1 1 INCREMENT 5 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 3.125E-02 STEP TIME COMPLETED 5.000E-04, TOTAL TIME COMPLETED 5.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 -1.544 1.6160E-19 1.544 1 1 5 -1.544 1.6160E-19 1.544 1 1 21 -0.9076 1.6160E-19 0.9076 1 1 25 -0.9076 1.6160E-19 0.9076 1 2 1 3.608 1.6160E-19 3.608 1 2 5 3.608 1.6160E-19 3.608 1 2 21 2.131 1.6160E-19 2.131 1 2 25 2.131 1.6160E-19 2.131 1 3 1 10.10 1.6160E-19 10.10 1 3 5 10.10 1.6160E-19 10.10 1 3 21 6.505 1.6160E-19 6.505 1 3 25 6.505 1.6160E-19 6.505 3 1 1 -10.10 1.4892E-19 10.10 3 1 5 -10.10 1.4892E-19 10.10 3 1 21 -6.505 1.4892E-19 6.505 3 1 25 -6.505 1.4892E-19 6.505 3 2 1 -3.608 1.4892E-19 3.608 3 2 5 -3.608 1.4892E-19 3.608 3 2 21 -2.131 1.4892E-19 2.131 3 2 25 -2.131 1.4892E-19 2.131 3 3 1 1.544 1.4892E-19 1.544 3 3 5 1.544 1.4892E-19 1.544 3 3 21 0.9076 1.4892E-19 0.9076 3 3 25 0.9076 1.4892E-19 0.9076 MAXIMUM 10.10 1.6160E-19 10.10 ELEMENT 1 1 3 MINIMUM -10.10 1.4892E-19 0.9076 ELEMENT 3 3 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -46.14 -1.5452E-19 46.14 2 1 5 -46.14 -1.5452E-19 46.14 2 1 21 -39.91 -1.5452E-19 39.91 2 1 25 -39.91 -1.5452E-19 39.91 2 2 1 -1.6132E-14 -1.5452E-19 1.6132E-14 2 2 5 -1.6133E-14 -1.5452E-19 1.6133E-14 2 2 21 -1.6095E-14 -1.5452E-19 1.6095E-14 2 2 25 -1.6096E-14 -1.5452E-19 1.6096E-14 2 3 1 46.14 -1.5452E-19 46.14 2 3 5 46.14 -1.5452E-19 46.14 2 3 21 39.91 -1.5452E-19 39.91 2 3 25 39.91 -1.5452E-19 39.91 MAXIMUM 46.14 -1.5452E-19 46.14 ELEMENT 2 2 2 MINIMUM -46.14 -1.5452E-19 1.6095E-14 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 -5.3246E-05 1.4823E-23 1 1 5 -5.3246E-05 1.4823E-23 1 1 21 -3.1297E-05 1.4823E-23 1 1 25 -3.1297E-05 1.4823E-23 1 2 1 1.2440E-04 1.4823E-23 1 2 5 1.2440E-04 1.4823E-23 1 2 21 7.3477E-05 1.4823E-23 1 2 25 7.3477E-05 1.4823E-23 1 3 1 3.4811E-04 1.4823E-23 1 3 5 3.4811E-04 1.4823E-23 1 3 21 2.2431E-04 1.4823E-23 1 3 25 2.2431E-04 1.4823E-23 3 1 1 -3.4811E-04 1.3660E-23 3 1 5 -3.4811E-04 1.3660E-23 3 1 21 -2.2431E-04 1.3660E-23 3 1 25 -2.2431E-04 1.3660E-23 3 2 1 -1.2440E-04 1.3660E-23 3 2 5 -1.2440E-04 1.3660E-23 3 2 21 -7.3477E-05 1.3660E-23 3 2 25 -7.3477E-05 1.3660E-23 3 3 1 5.3246E-05 1.3660E-23 3 3 5 5.3246E-05 1.3660E-23 3 3 21 3.1297E-05 1.3660E-23 3 3 25 3.1297E-05 1.3660E-23 MAXIMUM 3.4811E-04 1.4823E-23 ELEMENT 1 1 MINIMUM -3.4811E-04 1.3660E-23 ELEMENT 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -1.5911E-03 -1.4173E-23 2 1 5 -1.5911E-03 -1.4173E-23 2 1 21 -1.3761E-03 -1.4173E-23 2 1 25 -1.3761E-03 -1.4173E-23 2 2 1 -5.5628E-19 -1.4173E-23 2 2 5 -5.5629E-19 -1.4173E-23 2 2 21 -5.5501E-19 -1.4173E-23 2 2 25 -5.5502E-19 -1.4173E-23 2 3 1 1.5911E-03 -1.4173E-23 2 3 5 1.5911E-03 -1.4173E-23 2 3 21 1.3761E-03 -1.4173E-23 2 3 25 1.3761E-03 -1.4173E-23 MAXIMUM 1.5911E-03 -1.4173E-23 ELEMENT 2 2 MINIMUM -1.5911E-03 -1.4173E-23 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 5.6351E-03 1.3408E-03 0.0000E+00 0.0000E+00 0.0000E+00 -2.4445E-03 3 5.6351E-03 -1.3408E-03 0.0000E+00 0.0000E+00 0.0000E+00 -2.4445E-03 MAXIMUM 5.6351E-03 1.3408E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -1.3408E-03 0.0000E+00 0.0000E+00 0.0000E+00 -2.4445E-03 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 -1.8175E+04 -1.8299E+04 0.0000E+00 0.0000E+00 0.0000E+00 1.0086E+04 3 -1.8175E+04 1.8299E+04 0.0000E+00 0.0000E+00 0.0000E+00 1.0086E+04 MAXIMUM 0.0000E+00 1.8299E+04 0.0000E+00 0.0000E+00 0.0000E+00 1.0086E+04 AT NODE 1 3 1 1 1 3 MINIMUM -1.8175E+04 -1.8299E+04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 2 1 1 1 1 INCREMENT 6 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 3.750E-02 STEP TIME COMPLETED 6.000E-04, TOTAL TIME COMPLETED 6.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 -3.219 4.0072E-19 3.219 1 1 5 -3.219 4.0072E-19 3.219 1 1 21 -2.467 4.0072E-19 2.467 1 1 25 -2.467 4.0072E-19 2.467 1 2 1 7.142 4.0072E-19 7.142 1 2 5 7.142 4.0072E-19 7.142 1 2 21 5.338 4.0072E-19 5.338 1 2 25 5.338 4.0072E-19 5.338 1 3 1 6.904 4.0072E-19 6.904 1 3 5 6.904 4.0072E-19 6.904 1 3 21 2.544 4.0072E-19 2.544 1 3 25 2.544 4.0072E-19 2.544 3 1 1 -6.904 4.1349E-19 6.904 3 1 5 -6.904 4.1349E-19 6.904 3 1 21 -2.544 4.1349E-19 2.544 3 1 25 -2.544 4.1349E-19 2.544 3 2 1 -7.142 4.1349E-19 7.142 3 2 5 -7.142 4.1349E-19 7.142 3 2 21 -5.338 4.1349E-19 5.338 3 2 25 -5.338 4.1349E-19 5.338 3 3 1 3.219 4.1349E-19 3.219 3 3 5 3.219 4.1349E-19 3.219 3 3 21 2.467 4.1349E-19 2.467 3 3 25 2.467 4.1349E-19 2.467 MAXIMUM 7.142 4.1349E-19 7.142 ELEMENT 1 3 3 MINIMUM -7.142 4.0072E-19 2.467 ELEMENT 3 1 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -51.41 -3.5017E-19 51.41 2 1 5 -51.41 -3.5017E-19 51.41 2 1 21 -43.66 -3.5017E-19 43.66 2 1 25 -43.66 -3.5017E-19 43.66 2 2 1 -2.5025E-14 -3.5017E-19 2.5025E-14 2 2 5 -2.5024E-14 -3.5017E-19 2.5024E-14 2 2 21 -2.4890E-14 -3.5017E-19 2.4890E-14 2 2 25 -2.4889E-14 -3.5017E-19 2.4889E-14 2 3 1 51.41 -3.5017E-19 51.41 2 3 5 51.41 -3.5017E-19 51.41 2 3 21 43.66 -3.5017E-19 43.66 2 3 25 43.66 -3.5017E-19 43.66 MAXIMUM 51.41 -3.5017E-19 51.41 ELEMENT 2 2 2 MINIMUM -51.41 -3.5017E-19 2.4889E-14 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 -1.1100E-04 3.6755E-23 1 1 5 -1.1100E-04 3.6755E-23 1 1 21 -8.5060E-05 3.6755E-23 1 1 25 -8.5060E-05 3.6755E-23 1 2 1 2.4628E-04 3.6755E-23 1 2 5 2.4628E-04 3.6755E-23 1 2 21 1.8407E-04 3.6755E-23 1 2 25 1.8407E-04 3.6755E-23 1 3 1 2.3808E-04 3.6755E-23 1 3 5 2.3808E-04 3.6755E-23 1 3 21 8.7721E-05 3.6755E-23 1 3 25 8.7721E-05 3.6755E-23 3 1 1 -2.3808E-04 3.7927E-23 3 1 5 -2.3808E-04 3.7927E-23 3 1 21 -8.7721E-05 3.7927E-23 3 1 25 -8.7721E-05 3.7927E-23 3 2 1 -2.4628E-04 3.7927E-23 3 2 5 -2.4628E-04 3.7927E-23 3 2 21 -1.8407E-04 3.7927E-23 3 2 25 -1.8407E-04 3.7927E-23 3 3 1 1.1100E-04 3.7927E-23 3 3 5 1.1100E-04 3.7927E-23 3 3 21 8.5060E-05 3.7927E-23 3 3 25 8.5060E-05 3.7927E-23 MAXIMUM 2.4628E-04 3.7927E-23 ELEMENT 1 3 MINIMUM -2.4628E-04 3.6755E-23 ELEMENT 3 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -1.7726E-03 -3.2119E-23 2 1 5 -1.7726E-03 -3.2119E-23 2 1 21 -1.5055E-03 -3.2119E-23 2 1 25 -1.5055E-03 -3.2119E-23 2 2 1 -8.6292E-19 -3.2119E-23 2 2 5 -8.6291E-19 -3.2119E-23 2 2 21 -8.5826E-19 -3.2119E-23 2 2 25 -8.5825E-19 -3.2119E-23 2 3 1 1.7726E-03 -3.2119E-23 2 3 5 1.7726E-03 -3.2119E-23 2 3 21 1.5055E-03 -3.2119E-23 2 3 25 1.5055E-03 -3.2119E-23 MAXIMUM 1.7726E-03 -3.2119E-23 ELEMENT 2 2 MINIMUM -1.7726E-03 -3.2119E-23 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 6.9922E-03 1.3638E-03 0.0000E+00 0.0000E+00 0.0000E+00 -2.9862E-03 3 6.9922E-03 -1.3638E-03 0.0000E+00 0.0000E+00 0.0000E+00 -2.9862E-03 MAXIMUM 6.9922E-03 1.3638E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -1.3638E-03 0.0000E+00 0.0000E+00 0.0000E+00 -2.9862E-03 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 -2.3744E+04 -1.1507E+04 0.0000E+00 0.0000E+00 0.0000E+00 1.1266E+04 3 -2.3744E+04 1.1507E+04 0.0000E+00 0.0000E+00 0.0000E+00 1.1266E+04 MAXIMUM 0.0000E+00 1.1507E+04 0.0000E+00 0.0000E+00 0.0000E+00 1.1266E+04 AT NODE 1 3 1 1 1 2 MINIMUM -2.3744E+04 -1.1507E+04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 2 1 1 1 1 INCREMENT 7 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 4.375E-02 STEP TIME COMPLETED 7.000E-04, TOTAL TIME COMPLETED 7.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 -3.926 9.6767E-19 3.926 1 1 5 -3.926 9.6767E-19 3.926 1 1 21 -3.089 9.6767E-19 3.089 1 1 25 -3.089 9.6767E-19 3.089 1 2 1 9.816 9.6767E-19 9.816 1 2 5 9.816 9.6767E-19 9.816 1 2 21 7.745 9.6767E-19 7.745 1 2 25 7.745 9.6767E-19 7.745 1 3 1 3.135 9.6767E-19 3.135 1 3 5 3.135 9.6767E-19 3.135 1 3 21 -1.844 9.6767E-19 1.844 1 3 25 -1.844 9.6767E-19 1.844 3 1 1 -3.135 1.0061E-18 3.135 3 1 5 -3.135 1.0061E-18 3.135 3 1 21 1.844 1.0061E-18 1.844 3 1 25 1.844 1.0061E-18 1.844 3 2 1 -9.816 1.0061E-18 9.816 3 2 5 -9.816 1.0061E-18 9.816 3 2 21 -7.745 1.0061E-18 7.745 3 2 25 -7.745 1.0061E-18 7.745 3 3 1 3.926 1.0061E-18 3.926 3 3 5 3.926 1.0061E-18 3.926 3 3 21 3.089 1.0061E-18 3.089 3 3 25 3.089 1.0061E-18 3.089 MAXIMUM 9.816 1.0061E-18 9.816 ELEMENT 1 3 3 MINIMUM -9.816 9.6767E-19 1.844 ELEMENT 3 1 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -51.28 -7.7029E-19 51.28 2 1 5 -51.28 -7.7029E-19 51.28 2 1 21 -42.26 -7.7029E-19 42.26 2 1 25 -42.26 -7.7029E-19 42.26 2 2 1 -2.9299E-14 -7.7029E-19 2.9299E-14 2 2 5 -2.9298E-14 -7.7029E-19 2.9298E-14 2 2 21 -2.9066E-14 -7.7029E-19 2.9066E-14 2 2 25 -2.9065E-14 -7.7029E-19 2.9065E-14 2 3 1 51.28 -7.7029E-19 51.28 2 3 5 51.28 -7.7029E-19 51.28 2 3 21 42.26 -7.7029E-19 42.26 2 3 25 42.26 -7.7029E-19 42.26 MAXIMUM 51.28 -7.7029E-19 51.28 ELEMENT 2 2 2 MINIMUM -51.28 -7.7029E-19 2.9065E-14 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 -1.3538E-04 8.8759E-23 1 1 5 -1.3538E-04 8.8759E-23 1 1 21 -1.0652E-04 8.8759E-23 1 1 25 -1.0652E-04 8.8759E-23 1 2 1 3.3848E-04 8.8759E-23 1 2 5 3.3848E-04 8.8759E-23 1 2 21 2.6708E-04 8.8759E-23 1 2 25 2.6708E-04 8.8759E-23 1 3 1 1.0809E-04 8.8759E-23 1 3 5 1.0809E-04 8.8759E-23 1 3 21 -6.3570E-05 8.8759E-23 1 3 25 -6.3570E-05 8.8759E-23 3 1 1 -1.0809E-04 9.2283E-23 3 1 5 -1.0809E-04 9.2283E-23 3 1 21 6.3570E-05 9.2283E-23 3 1 25 6.3570E-05 9.2283E-23 3 2 1 -3.3848E-04 9.2283E-23 3 2 5 -3.3848E-04 9.2283E-23 3 2 21 -2.6708E-04 9.2283E-23 3 2 25 -2.6708E-04 9.2283E-23 3 3 1 1.3538E-04 9.2283E-23 3 3 5 1.3538E-04 9.2283E-23 3 3 21 1.0652E-04 9.2283E-23 3 3 25 1.0652E-04 9.2283E-23 MAXIMUM 3.3848E-04 9.2283E-23 ELEMENT 1 3 MINIMUM -3.3848E-04 8.8759E-23 ELEMENT 3 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -1.7681E-03 -7.0654E-23 2 1 5 -1.7681E-03 -7.0654E-23 2 1 21 -1.4571E-03 -7.0654E-23 2 1 25 -1.4571E-03 -7.0654E-23 2 2 1 -1.0103E-18 -7.0654E-23 2 2 5 -1.0103E-18 -7.0654E-23 2 2 21 -1.0023E-18 -7.0654E-23 2 2 25 -1.0022E-18 -7.0654E-23 2 3 1 1.7681E-03 -7.0654E-23 2 3 5 1.7681E-03 -7.0654E-23 2 3 21 1.4571E-03 -7.0654E-23 2 3 25 1.4571E-03 -7.0654E-23 MAXIMUM 1.7681E-03 -7.0654E-23 ELEMENT 2 2 MINIMUM -1.7681E-03 -7.0654E-23 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 8.1362E-03 1.2859E-03 0.0000E+00 0.0000E+00 0.0000E+00 -3.4270E-03 3 8.1362E-03 -1.2859E-03 0.0000E+00 0.0000E+00 0.0000E+00 -3.4270E-03 MAXIMUM 8.1362E-03 1.2859E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -1.2859E-03 0.0000E+00 0.0000E+00 0.0000E+00 -3.4270E-03 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 -1.9507E+04 -846.7 0.0000E+00 0.0000E+00 0.0000E+00 7951. 3 -1.9507E+04 846.7 0.0000E+00 0.0000E+00 0.0000E+00 7951. MAXIMUM 0.0000E+00 846.7 0.0000E+00 0.0000E+00 0.0000E+00 7951. AT NODE 1 3 1 1 1 2 MINIMUM -1.9507E+04 -846.7 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 2 1 1 1 1 INCREMENT 8 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 5.000E-02 STEP TIME COMPLETED 8.000E-04, TOTAL TIME COMPLETED 8.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 -2.759 1.8580E-18 2.759 1 1 5 -2.759 1.8580E-18 2.759 1 1 21 -1.853 1.8580E-18 1.853 1 1 25 -1.853 1.8580E-18 1.853 1 2 1 10.32 1.8580E-18 10.32 1 2 5 10.32 1.8580E-18 10.32 1 2 21 8.025 1.8580E-18 8.025 1 2 25 8.025 1.8580E-18 8.025 1 3 1 0.8091 1.8580E-18 0.8091 1 3 5 0.8091 1.8580E-18 0.8091 1 3 21 -4.684 1.8580E-18 4.684 1 3 25 -4.684 1.8580E-18 4.684 3 1 1 -0.8091 1.9001E-18 0.8091 3 1 5 -0.8091 1.9001E-18 0.8091 3 1 21 4.684 1.9001E-18 4.684 3 1 25 4.684 1.9001E-18 4.684 3 2 1 -10.32 1.9001E-18 10.32 3 2 5 -10.32 1.9001E-18 10.32 3 2 21 -8.025 1.9001E-18 8.025 3 2 25 -8.025 1.9001E-18 8.025 3 3 1 2.759 1.9001E-18 2.759 3 3 5 2.759 1.9001E-18 2.759 3 3 21 1.853 1.9001E-18 1.853 3 3 25 1.853 1.9001E-18 1.853 MAXIMUM 10.32 1.9001E-18 10.32 ELEMENT 1 3 3 MINIMUM -10.32 1.8580E-18 0.8091 ELEMENT 3 1 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -46.18 -1.4030E-18 46.18 2 1 5 -46.18 -1.4030E-18 46.18 2 1 21 -36.08 -1.4030E-18 36.08 2 1 25 -36.08 -1.4030E-18 36.08 2 2 1 -2.6941E-14 -1.4030E-18 2.6941E-14 2 2 5 -2.6940E-14 -1.4030E-18 2.6940E-14 2 2 21 -2.6708E-14 -1.4030E-18 2.6708E-14 2 2 25 -2.6707E-14 -1.4030E-18 2.6707E-14 2 3 1 46.18 -1.4030E-18 46.18 2 3 5 46.18 -1.4030E-18 46.18 2 3 21 36.08 -1.4030E-18 36.08 2 3 25 36.08 -1.4030E-18 36.08 MAXIMUM 46.18 -1.4030E-18 46.18 ELEMENT 2 2 2 MINIMUM -46.18 -1.4030E-18 2.6707E-14 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 -9.5130E-05 1.7043E-22 1 1 5 -9.5130E-05 1.7043E-22 1 1 21 -6.3900E-05 1.7043E-22 1 1 25 -6.3900E-05 1.7043E-22 1 2 1 3.5581E-04 1.7043E-22 1 2 5 3.5581E-04 1.7043E-22 1 2 21 2.7672E-04 1.7043E-22 1 2 25 2.7672E-04 1.7043E-22 1 3 1 2.7901E-05 1.7043E-22 1 3 5 2.7901E-05 1.7043E-22 1 3 21 -1.6151E-04 1.7043E-22 1 3 25 -1.6151E-04 1.7043E-22 3 1 1 -2.7901E-05 1.7429E-22 3 1 5 -2.7901E-05 1.7429E-22 3 1 21 1.6151E-04 1.7429E-22 3 1 25 1.6151E-04 1.7429E-22 3 2 1 -3.5581E-04 1.7429E-22 3 2 5 -3.5581E-04 1.7429E-22 3 2 21 -2.7672E-04 1.7429E-22 3 2 25 -2.7672E-04 1.7429E-22 3 3 1 9.5130E-05 1.7429E-22 3 3 5 9.5130E-05 1.7429E-22 3 3 21 6.3900E-05 1.7429E-22 3 3 25 6.3900E-05 1.7429E-22 MAXIMUM 3.5581E-04 1.7429E-22 ELEMENT 1 3 MINIMUM -3.5581E-04 1.7043E-22 ELEMENT 3 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -1.5923E-03 -1.2869E-22 2 1 5 -1.5923E-03 -1.2869E-22 2 1 21 -1.2441E-03 -1.2869E-22 2 1 25 -1.2441E-03 -1.2869E-22 2 2 1 -9.2900E-19 -1.2869E-22 2 2 5 -9.2897E-19 -1.2869E-22 2 2 21 -9.2095E-19 -1.2869E-22 2 2 25 -9.2092E-19 -1.2869E-22 2 3 1 1.5923E-03 -1.2869E-22 2 3 5 1.5923E-03 -1.2869E-22 2 3 21 1.2441E-03 -1.2869E-22 2 3 25 1.2441E-03 -1.2869E-22 MAXIMUM 1.5923E-03 -1.2869E-22 ELEMENT 2 2 MINIMUM -1.5923E-03 -1.2869E-22 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 9.1051E-03 1.1990E-03 0.0000E+00 0.0000E+00 0.0000E+00 -3.7963E-03 3 9.1051E-03 -1.1990E-03 0.0000E+00 0.0000E+00 0.0000E+00 -3.7963E-03 MAXIMUM 9.1051E-03 1.1990E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -1.1990E-03 0.0000E+00 0.0000E+00 0.0000E+00 -3.7963E-03 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 -8735. 7740. 0.0000E+00 0.0000E+00 0.0000E+00 2357. 3 -8735. -7740. 0.0000E+00 0.0000E+00 0.0000E+00 2357. MAXIMUM 0.0000E+00 7740. 0.0000E+00 0.0000E+00 0.0000E+00 2357. AT NODE 1 2 1 1 1 2 MINIMUM -8735. -7740. 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 3 1 1 1 1 INCREMENT 9 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 5.625E-02 STEP TIME COMPLETED 9.000E-04, TOTAL TIME COMPLETED 9.000E-04 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 0.4823 2.7773E-18 0.4823 1 1 5 0.4823 2.7773E-18 0.4823 1 1 21 1.458 2.7773E-18 1.458 1 1 25 1.458 2.7773E-18 1.458 1 2 1 8.218 2.7773E-18 8.218 1 2 5 8.218 2.7773E-18 8.218 1 2 21 5.714 2.7773E-18 5.714 1 2 25 5.714 2.7773E-18 5.714 1 3 1 1.120 2.7773E-18 1.120 1 3 5 1.120 2.7773E-18 1.120 1 3 21 -4.864 2.7773E-18 4.864 1 3 25 -4.864 2.7773E-18 4.864 3 1 1 -1.120 2.8007E-18 1.120 3 1 5 -1.120 2.8007E-18 1.120 3 1 21 4.864 2.8007E-18 4.864 3 1 25 4.864 2.8007E-18 4.864 3 2 1 -8.218 2.8007E-18 8.218 3 2 5 -8.218 2.8007E-18 8.218 3 2 21 -5.714 2.8007E-18 5.714 3 2 25 -5.714 2.8007E-18 5.714 3 3 1 -0.4823 2.8007E-18 0.4823 3 3 5 -0.4823 2.8007E-18 0.4823 3 3 21 -1.458 2.8007E-18 1.458 3 3 25 -1.458 2.8007E-18 1.458 MAXIMUM 8.218 2.8007E-18 8.218 ELEMENT 1 3 3 MINIMUM -8.218 2.7773E-18 0.4823 ELEMENT 3 1 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -37.48 -2.0539E-18 37.48 2 1 5 -37.48 -2.0539E-18 37.48 2 1 21 -26.39 -2.0539E-18 26.39 2 1 25 -26.39 -2.0539E-18 26.39 2 2 1 -2.1745E-14 -2.0539E-18 2.1745E-14 2 2 5 -2.1745E-14 -2.0539E-18 2.1745E-14 2 2 21 -2.1684E-14 -2.0539E-18 2.1684E-14 2 2 25 -2.1684E-14 -2.0539E-18 2.1684E-14 2 3 1 37.48 -2.0539E-18 37.48 2 3 5 37.48 -2.0539E-18 37.48 2 3 21 26.39 -2.0539E-18 26.39 2 3 25 26.39 -2.0539E-18 26.39 MAXIMUM 37.48 -2.0539E-18 37.48 ELEMENT 2 2 2 MINIMUM -37.48 -2.0539E-18 2.1684E-14 ELEMENT 2 2 2 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 1 1 1 1.6631E-05 2.5474E-22 1 1 5 1.6631E-05 2.5474E-22 1 1 21 5.0266E-05 2.5474E-22 1 1 25 5.0266E-05 2.5474E-22 1 2 1 2.8338E-04 2.5474E-22 1 2 5 2.8338E-04 2.5474E-22 1 2 21 1.9703E-04 2.5474E-22 1 2 25 1.9703E-04 2.5474E-22 1 3 1 3.8620E-05 2.5474E-22 1 3 5 3.8620E-05 2.5474E-22 1 3 21 -1.6773E-04 2.5474E-22 1 3 25 -1.6773E-04 2.5474E-22 3 1 1 -3.8620E-05 2.5689E-22 3 1 5 -3.8620E-05 2.5689E-22 3 1 21 1.6773E-04 2.5689E-22 3 1 25 1.6773E-04 2.5689E-22 3 2 1 -2.8338E-04 2.5689E-22 3 2 5 -2.8338E-04 2.5689E-22 3 2 21 -1.9703E-04 2.5689E-22 3 2 25 -1.9703E-04 2.5689E-22 3 3 1 -1.6631E-05 2.5689E-22 3 3 5 -1.6631E-05 2.5689E-22 3 3 21 -5.0266E-05 2.5689E-22 3 3 25 -5.0266E-05 2.5689E-22 MAXIMUM 2.8338E-04 2.5689E-22 ELEMENT 1 3 MINIMUM -2.8338E-04 2.5474E-22 ELEMENT 3 1 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- E11 E12 PT NOTE 2 1 1 -1.2925E-03 -1.8839E-22 2 1 5 -1.2925E-03 -1.8839E-22 2 1 21 -9.1011E-04 -1.8839E-22 2 1 25 -9.1011E-04 -1.8839E-22 2 2 1 -7.4984E-19 -1.8839E-22 2 2 5 -7.4983E-19 -1.8839E-22 2 2 21 -7.4773E-19 -1.8839E-22 2 2 25 -7.4771E-19 -1.8839E-22 2 3 1 1.2925E-03 -1.8839E-22 2 3 5 1.2925E-03 -1.8839E-22 2 3 21 9.1011E-04 -1.8839E-22 2 3 25 9.1011E-04 -1.8839E-22 MAXIMUM 1.2925E-03 -1.8839E-22 ELEMENT 2 2 MINIMUM -1.2925E-03 -1.8839E-22 ELEMENT 2 2 N O D E O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- U1 U2 U3 UR1 UR2 UR3 NOTE 2 9.9998E-03 1.1774E-03 0.0000E+00 0.0000E+00 0.0000E+00 -4.1452E-03 3 9.9998E-03 -1.1774E-03 0.0000E+00 0.0000E+00 0.0000E+00 -4.1452E-03 MAXIMUM 9.9998E-03 1.1774E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 2 2 1 1 1 1 MINIMUM 0.0000E+00 -1.1774E-03 0.0000E+00 0.0000E+00 0.0000E+00 -4.1452E-03 AT NODE 1 3 1 1 1 2 THE FOLLOWING TABLE IS PRINTED FOR ALL NODES NODE FOOT- A1 A2 A3 AR1 AR2 AR3 NOTE 2 4817. 1.0339E+04 0.0000E+00 0.0000E+00 0.0000E+00 -3422. 3 4817. -1.0339E+04 0.0000E+00 0.0000E+00 0.0000E+00 -3422. MAXIMUM 4817. 1.0339E+04 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 AT NODE 3 2 1 1 1 1 MINIMUM 0.0000E+00 -1.0339E+04 0.0000E+00 0.0000E+00 0.0000E+00 -3422. AT NODE 1 3 1 1 1 3 INCREMENT 10 SUMMARY TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 6.250E-02 STEP TIME COMPLETED 1.000E-03, TOTAL TIME COMPLETED 1.000E-03 E L E M E N T O U T P U T THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 1 1 1 5.065 3.6623E-18 5.065 1 1 5 5.065 3.6623E-18 5.065 1 1 21 6.125 3.6623E-18 6.125 1 1 25 6.125 3.6623E-18 6.125 1 2 1 4.291 3.6623E-18 4.291 1 2 5 4.291 3.6623E-18 4.291 1 2 21 1.555 3.6623E-18 1.555 1 2 25 1.555 3.6623E-18 1.555 1 3 1 3.819 3.6623E-18 3.819 1 3 5 3.819 3.6623E-18 3.819 1 3 21 -2.713 3.6623E-18 2.713 1 3 25 -2.713 3.6623E-18 2.713 3 1 1 -3.819 3.6600E-18 3.819 3 1 5 -3.819 3.6600E-18 3.819 3 1 21 2.713 3.6600E-18 2.713 3 1 25 2.713 3.6600E-18 2.713 3 2 1 -4.291 3.6600E-18 4.291 3 2 5 -4.291 3.6600E-18 4.291 3 2 21 -1.555 3.6600E-18 1.555 3 2 25 -1.555 3.6600E-18 1.555 3 3 1 -5.065 3.6600E-18 5.065 3 3 5 -5.065 3.6600E-18 5.065 3 3 21 -6.125 3.6600E-18 6.125 3 3 25 -6.125 3.6600E-18 6.125 MAXIMUM 6.125 3.6623E-18 6.125 ELEMENT 1 1 1 MINIMUM -6.125 3.6600E-18 1.555 ELEMENT 3 3 3 THE FOLLOWING TABLE IS PRINTED FOR ALL ELEMENTS WITH TYPE B33 AT THE INTEGRATION POINTS ELEMENT PT SEC FOOT- S11 S12 MISES PT NOTE 2 1 1 -27.09 -2.6816E-18 27.09 2 1 5 -27.09 -2.6816E-18 27.09 2 1 21 -14.96 -2.6816E-18 14.96 2 1 25 -14.96 -2.6816E-18 14.96 2 2 1 -1.7275E-14 -2.6816E-18 1.7275E-14 2 2 5 -1.7275E-14 -2.6816E-18 1.7275E-14