📄 sample7.out
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ELEMENT STRESS MAXIMUM TIME AT PLOT
NUMBER COMPONENT VALUE MAXIMUM SYMBOL
3 6 2.1191E+03 8.0000E-04 1
3 10 2.3242E+03 7.0000E-04 2
6 6 2.3364E+03 6.0000E-04 3
6 10 2.3844E+03 1.0500E-03 4
9 6 2.1658E+03 1.1000E-03 5
9 10 2.5601E+03 3.5000E-04 6
12 6 4.0847E+03 2.5000E-04 7
12 10 3.1517E+03 3.0000E-04 8
O R D I N A T E
T I M E -1.0 -0.5 0.0 0.5 1.0 T I M E
0.0000 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 0.0000
X X X
X * X
X X X
X 7* 8 X
X X X
X 7 * * 8 X
X X X
X 8 ** 6 5 7 X
X X X
X 8 6 X* 43 5 7
X X X
8 5 X * 4 3 6 7 X
X X X
X 5 8 3 X 21 4 7 6X
X X X
X 5 8 X 4 1 2 3 7 6 X
X X X
X 4 6 28 7 X 15 3 X
X X X
0.0005 X 6 7 4 2 X 1* 5 X 0.0005
X X X
X 6 1 3 7 X 8 4 2 5 X
X X X
3 6 71 82 X 5 4 X
X X X
X 3 2 5 6 8 7 X 4 1 X
X X X
2 5 8 4 3 X 7 6 1 X
X X X
X 5 4 8 2 1X 7 6 3 X
X X X
X1 5 8 4 X 37 6 2 X
X X X
X 1 8 5 4 X 3 76 2 X
X X X
X * 512 6 7 3 X
X X X
X * 6 3 X 4 *5 X
X X X
0.0010 X 3 2 8 X 6 5 7 1 4 X 0.0010
X X X
X 3 6 2 X * 1 5 4X
X X X
X 6 * X * 7 4 5X
X X X
X 6 * X1 * 3 5 X
X X X
X 4 7 5 X * * 3 X
X X X
X 5 4 2* 1 3 6 X
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X 5 84 12X 3 7 6 X
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X 5 8 1 3 4 X 2 6 7 X
X X X
X 8 1 3 *6 2 7 X
X X X
X 1 8 6 4 X 3 2 * X
X X X
0.0015 X 1 5 4 7 2 83 6 X 0.0015
0.0015 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 0.0015
T I M E -1.0 -0.5 0.0 0.5 1.0 T I M E
N O R M A L I Z E D S T R E S S H I S T O R Y P L O T
ELEMENT TYPE NUMBER = 4
OUTPUT SET NUMBER = 2
ELEMENT STRESS MAXIMUM TIME AT PLOT
NUMBER COMPONENT VALUE MAXIMUM SYMBOL
15 6 7.0610E+03 2.5000E-04 1
15 10 7.7673E+03 2.5000E-04 2
O R D I N A T E
T I M E -1.0 -0.5 0.0 0.5 1.0 T I M E
0.0000 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 0.0000
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2X
X X X
1 X 2X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
0.0005 X 1 X 2 X 0.0005
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
0.0010 X 1 X 2 X 0.0010
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
X 1 X 2 X
X X X
0.0015 X 1 X 2 X 0.0015
0.0015 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 0.0015
T I M E -1.0 -0.5 0.0 0.5 1.0 T I M E
T I M E L O G (PARTICULAR SOLUTION)
FORM DYNAMIC LOADS = 0.160
PROCESS OUTPUT REQUESTS = 0.060
MATRIX DECOMPOSITION = 0.050
STEP-BY-STEP INTEGRATION = 0.490
DISPLACEMENT OUTPUT = 0.060
ELEMENT STRESS OUTPUT = 0.270
TOTAL STEP-BY-STEP ANALYSIS = 1.090
O V E R A L L T I M E L O G
NODAL POINT INPUT = 0.110
ELEMENT STIFFNESS FORMATION = 0.220
NODAL LOAD INPUT = 0.000
TOTAL STIFFNESS FORMATION = 0.060
STATIC ANALYSIS = 0.000
EIGENVALUE EXTRACTION = 0.000
FORCED RESPONSE ANALYSIS = 0.000
RESPONSE SPECTRUM ANALYSIS = 0.000
STEP-BY-STEP INTEGRATION = 1.090
TOTAL SOLUTION TIME = 1.480
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