📄 sample2.out
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47 0 0 0 0 0 0
48 0 0 0 0 0 0
49 0 0 0 0 0 0
50 0 0 0 0 0 0
51 0 0 0 0 0 0
52 0 0 0 0 0 0
53 0 0 0 0 0 0
54 0 0 0 0 0 0
55 0 0 0 0 0 0
T H I N P L A T E / S H E L L E L E M E N T S
ELEMENT TYPE = 6
NUMBER OF ELEMENTS = 18
NUMBER OF MATERIALS = 1
MATERIAL PROPERTY TABLE
MATERIAL MASS THERMAL EXPANSION COEFFICIENTS / / E L A S T I C C O N S T A N T S / /
NUMBER DENSITY ALPHA(X) ALPHA(Y) ALPHA(Z) C(XX) C(XY) C(XG) C(YY) C(YG) G(XY)
1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.000E+07 2.000E+06 0.000E+00 1.000E+07 0.000E+00 4.000E+06
ELEMENT LOAD CASE MULTIPLIERS
ELEMENT LOAD PRESSURE THERMAL X- Y- Z-
CASE NUMBER EFFECTS ACCELERATION ACCELERATION ACCELERATION
1 1.000 0.000 0.000 0.000 0.000
2 0.000 0.000 0.000 0.000 0.000
3 0.000 0.000 0.000 0.000 0.000
4 0.000 0.000 0.000 0.000 0.000
THIN PLATE/SHELL ELEMENT DATA
ELEMENT MATERIAL AVERAGE NORMAL TEMPERATURE THERMAL
NUMBER NODE-I NODE-J NODE-K NODE-L NODE-O NUMBER THICKNESS PRESSURE DIFFERENCE GRADIENT
1 1 2 4 3 0 1 2.3600 -284.0 0.00 0.000
2 3 4 6 5 0 1 2.3600 -284.0 0.00 0.000
3 5 6 8 7 0 1 2.3600 -284.0 0.00 0.000
4 7 8 10 9 0 1 2.3600 -284.0 0.00 0.000
5 9 10 12 11 0 1 2.3600 -284.0 0.00 0.000
6 11 12 14 13 0 1 2.3600 -284.0 0.00 0.000
7 13 14 16 15 0 1 2.3600 -284.0 0.00 0.000
8 15 16 18 17 0 1 2.3600 -284.0 0.00 0.000
9 17 18 20 19 0 1 2.3600 -284.0 0.00 0.000
10 19 20 22 21 0 1 2.3600 -284.0 0.00 0.000
11 21 22 24 23 0 1 2.3600 -284.0 0.00 0.000
12 23 24 26 25 0 1 2.3600 -284.0 0.00 0.000
13 25 26 28 27 0 1 2.3600 -284.0 0.00 0.000
14 27 28 30 29 0 1 2.3600 -284.0 0.00 0.000
15 29 30 32 31 0 1 2.3600 -284.0 0.00 0.000
16 31 32 34 33 0 1 2.3600 -284.0 0.00 0.000
17 33 34 36 35 0 1 2.3600 -284.0 0.00 0.000
18 35 36 37 0 0 1 2.3600 -284.0 0.00 0.000
B O U N D A R Y E L E M E N T S
ELEMENT TYPE = 7
NUMBER OF ELEMENTS = 34
ELEMENT LOAD CASE MULTIPLIERS
CASE(A) CASE(B) CASE(C) CASE(D)
0.0000 0.0000 0.0000 0.0000
ELEMENT NODE NODES DEFINING CONSTRAINT DIRECTION CODE CODE GENERATION SPECIFIED SPECIFIED SPRING
NUMBER (N) (NI) (NJ) (NK) (NL) KD KR CODE (KN) DISPLACEMENT ROTATION RATE
1 4 39 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
2 6 40 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
3 8 41 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
4 10 42 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
5 12 43 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
6 14 44 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
7 16 45 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
8 18 46 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
9 20 47 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
10 22 48 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
11 24 49 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
12 26 50 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
13 28 51 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
14 30 52 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
15 32 53 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
16 34 54 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
17 36 55 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+11
18 4 6 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
19 6 8 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
20 8 10 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
21 10 12 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
22 12 14 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
23 14 16 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
24 16 18 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
25 18 20 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
26 20 22 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
27 22 24 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
28 24 26 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
29 26 28 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
30 28 30 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
31 30 32 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
32 32 34 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
33 34 36 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
34 36 37 0 0 0 0 1 0 0.0000E+00 0.0000E+00 0.1000E+11
E Q U A T I O N P A R A M E T E R S
TOTAL NUMBER OF EQUATIONS = 154
BANDWIDTH = 18
NUMBER OF EQUATIONS IN A BLOCK = 154
NUMBER OF BLOCKS = 1
N O D A L L O A D S (S T A T I C) O R M A S S E S (D Y N A M I C)
NODE LOAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS
NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT
1 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
STRUCTURE ELEMENT LOAD MULTIPLIERS
LOAD CASE A B C D
1 1.000 0.000 0.000 0.000
N O D E D I S P L A C E M E N T S / R O T A T I O N S
NODE LOAD X- Y- Z- X- Y- Z-
NUMBER CASE TRANSLATION TRANSLATION TRANSLATION ROTATION ROTATION ROTATION
55 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
54 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
53 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
52 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
51 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
50 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
49 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
48 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
47 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
46 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
45 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
44 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
43 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
42 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
41 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
40 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
39 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
38 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
37 1 0.00000E+00 0.00000E+00 -0.23752E-01 0.00000E+00 0.00000E+00 0.00000E+00
36 1 -0.11926E-02 -0.10102E-03 -0.23673E-01 0.13714E-05 -0.81573E-05 0.19122E-04
35 1 -0.11969E-02 0.00000E+00 -0.23673E-01 0.00000E+00 -0.83728E-05 0.00000E+00
34 1 -0.23518E-02 -0.20244E-03 -0.23492E-01 0.11789E-04 -0.29810E-04 0.87177E-04
33 1 -0.23601E-02 0.00000E+00 -0.23491E-01 0.00000E+00 -0.31809E-04 0.00000E+00
32 1 -0.34531E-02 -0.29924E-03 -0.23011E-01 0.48815E-04 -0.12097E-03 0.21624E-03
31 1 -0.34648E-02 0.00000E+00 -0.23007E-01 0.00000E+00 -0.12821E-03 0.00000E+00
30 1 -0.41766E-02 -0.36301E-03 -0.22274E-01 0.11960E-03 -0.24506E-03 0.40757E-03
29 1 -0.41896E-02 0.00000E+00 -0.22267E-01 0.00000E+00 -0.26122E-03 0.00000E+00
28 1 -0.47274E-02 -0.41129E-03 -0.21048E-01 0.19879E-03 -0.42950E-03 0.54254E-03
27 1 -0.47404E-02 0.00000E+00 -0.21037E-01 0.00000E+00 -0.45170E-03 0.00000E+00
26 1 -0.49996E-02 -0.43527E-03 -0.19190E-01 0.29458E-03 -0.67037E-03 0.66401E-03
25 1 -0.50115E-02 0.00000E+00 -0.19176E-01 0.00000E+00 -0.69496E-03 0.00000E+00
24 1 -0.48761E-02 -0.42500E-03 -0.16599E-01 0.42022E-03 -0.94768E-03 0.81158E-03
23 1 -0.48881E-02 0.00000E+00 -0.16587E-01 0.00000E+00 -0.96972E-03 0.00000E+00
22 1 -0.45249E-02 -0.39475E-03 -0.14461E-01 0.66700E-03 -0.11250E-02 0.12150E-02
21 1 -0.45308E-02 0.00000E+00 -0.14440E-01 0.00000E+00 -0.11537E-02 0.00000E+00
20 1 -0.39411E-02 -0.34383E-03 -0.12026E-01 0.75495E-03 -0.12835E-02 0.12567E-02
19 1 -0.39421E-02 0.00000E+00 -0.12002E-01 0.00000E+00 -0.13147E-02 0.00000E+00
18 1 -0.31409E-02 -0.27399E-03 -0.93752E-02 0.76409E-03 -0.13915E-02 0.11546E-02
17 1 -0.31386E-02 0.00000E+00 -0.93518E-02 0.00000E+00 -0.14210E-02 0.00000E+00
16 1 -0.21818E-02 -0.19040E-03 -0.66465E-02 0.52562E-03 -0.14154E-02 0.66627E-03
15 1 -0.21785E-02 0.00000E+00 -0.66284E-02 0.00000E+00 -0.14363E-02 0.00000E+00
14 1 -0.16756E-02 -0.14633E-03 -0.53108E-02 0.73252E-03 -0.13624E-02 0.95908E-03
13 1 -0.16722E-02 0.00000E+00 -0.52965E-02 0.00000E+00 -0.13984E-02 0.00000E+00
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