fea midsem
DESCRIPTION
Ansys solutionTRANSCRIPT
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EXAM NUMBER: PG2746914
COURSE: FINITE ELEMENT ANALYSIS (ME 578)
DATE: 16/04/2015.
QUESTION 1
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NODAL RESULTS. PRINT U NODAL SOLUTION PER NODE
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE UX UY UZ USUM
1 0.0000 0.0000 0.0000 0.0000
2 0.0000 -0.65104E-01 0.0000 0.65104E-01
3 0.0000 -0.83984E-01 0.0000 0.83984E-01
4 0.0000 -0.65104E-01 0.0000 0.65104E-01
5 0.0000 0.0000 0.0000 0.0000
MAXIMUM ABSOLUTE VALUES
NODE 0 3 0 3
VALUE 0.0000 -0.83984E-01 0.0000 0.83984E-01
PRINT ROT NODAL SOLUTION PER NODE
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***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE ROTZ
1 0.0000
2 -0.33854E-01
3 0.34639E-17
4 0.33854E-01
5 0.0000
MAXIMUM ABSOLUTE VALUES
NODE 2
VALUE -0.33854E-01
ELEMENT RESULTS.
***** POST1 ELEMENT NODE TOTAL FORCE LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z FORCES ARE IN GLOBAL COORDINATES
ELEM= 1 FX FY
1 0.0000 -7500.0
2 0.0000 2500.0
ELEM= 2 FX FY
2 0.0000 -2500.0
3 0.0000 2500.0
ELEM= 3 FX FY
3 0.0000 2500.0
4 0.0000 -2500.0
ELEM= 4 FX FY
4 0.0000 2500.0
5 0.0000 -7500.0
PRINT M ELEMENT SOLUTION PER ELEMENT
***** POST1 ELEMENT NODE TOTAL FORCE LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z FORCES ARE IN GLOBAL COORDINATES
ELEM= 1 MZ
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1 -7638.9
2 -2361.1
ELEM= 2 MZ
2 2361.1
3 -4861.1
ELEM= 3 MZ
3 4861.1
4 -2361.1
ELEM= 4 MZ
4 2361.1
5 7638.9
QUESTION 2
NODAL RESULTS.
PRINT U NODAL SOLUTION PER NODE
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL
COORDINATE SYSTEM
NODE UX UY UZ USUM
1 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000
3 0.35153E-06-0.86048E-06 0.0000 0.92951E-06
4 0.30069E-06-0.86091E-06 0.0000 0.91191E-06
MAXIMUM ABSOLUTE VALUES
NODE 3 4 0 3
VALUE 0.35153E-06-0.86091E-06 0.0000 0.92951E-06
ELEMENT RESULTS.
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PRINT ELEMENT TABLE ITEMS PER ELEMENT
***** POST1 ELEMENT TABLE LISTING *****
STAT CURRENT CURRENT
ELEM AXFORCES AXSTRESS
1 0.0000 5000.5
2 -86048. -94468.
3 3389.0 9694.9
4 -86091. -94631.
5 -10252. -10762.
MINIMUM VALUES
ELEM 4 4
VALUE -86091. -94631.
MAXIMUM VALUES
ELEM 3 3
VALUE 3389.0 9694.9