📄 sample1.out
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E L E M E N T L O A D C A S E M U L T I P L I E R S
CASE A CASE B CASE C CASE D
X-DIRECTION GRAVITY 0.000 0.000 0.000 0.000
Y-DIRECTION GRAVITY -1.000 0.000 0.000 0.000
Z-DIRECTION GRAVITY 0.000 0.000 0.000 0.000
THERMAL DISTORTION 1.000 0.000 0.000 0.000
PRESSURE DISTORTION 0.000 0.000 0.000 0.000
P I P E E L E M E N T I N P U T D A T A
ELEMENT ELEMENT NODE NODE MATL. SECTION REFERENCE INTERNAL D I R E C T I O N C O S I N E S NODE INPUT
NUMBER TYPE -I -J NUMBER NUMBER TEMPERATURE PRESSURE A(YX) A(YY) A(YZ) INCREMENT TAG
(BEND (THIRD (X3- (Y3- (Z3- (WALL
RADIUS) POINT) ORDINATE) ORDINATE) ORDINATE) FRACTION)
1 TANGENT 13 1 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
2 BEND 1 2 1 1 0.00 0.00 IC
( 15.000) (CC) ( -15.000)( 105.000)( 0.000) ( 0.1000)
3 TANGENT 2 3 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
4 TANGENT 3 4 1 2 0.00 0.00 0.0000 0.0000 0.0000 1 II
5 TANGENT 4 5 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
6 TANGENT 5 6 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
7 BEND 6 7 1 1 0.00 0.00 IC
( 15.000) (CC) ( -215.000)( 225.000)( 0.000) ( 0.1000)
8 TANGENT 7 8 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
9 TANGENT 5 9 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
10 BEND 9 10 1 1 0.00 0.00 IC
( 15.000) (CC) ( -235.000)( 120.000)( 15.000) ( 0.1000)
11 TANGENT 10 11 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
12 TANGENT 11 12 1 1 0.00 0.00 0.0000 0.0000 0.0000 1 II
E Q U A T I O N P A R A M E T E R S
TOTAL NUMBER OF EQUATIONS = 69
BANDWIDTH = 30
NUMBER OF EQUATIONS IN A BLOCK = 40
NUMBER OF BLOCKS = 2
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
3 1 0.00000E+00 0.10000E+04 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
4 1 0.00000E+00 -0.20000E+03 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
8 1 0.30000E+04 0.10000E+04 0.20000E+04 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
18 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
17 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
16 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
15 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
14 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
13 1 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
12 1 0.20000E+00 0.10000E+00 0.30000E+00 0.00000E+00 0.00000E+00 0.00000E+00
11 1 -0.13105E+00 0.40446E-01 -0.30340E+00 0.56958E-03 0.45051E-02 -0.98113E-04
10 1 -0.60524E+00 0.29154E+00 -0.83138E+00 0.38235E-02 0.37389E-02 -0.18396E-03
9 1 -0.56435E+00 0.36233E+00 -0.92541E+00 0.52336E-02 0.97642E-05 0.16215E-03
8 1 -0.12084E+01 0.27490E+01 0.55338E+01 0.11229E-01 0.26405E-01 -0.84260E-02
7 1 -0.76060E-01 0.10547E+01 0.23126E+00 0.11229E-01 0.17819E-01 -0.62613E-02
6 1 -0.80887E-01 0.89268E+00 -0.12896E+00 0.83670E-02 0.11164E-01 -0.46716E-02
5 1 -0.38859E+00 0.36378E+00 -0.91649E+00 0.59629E-02 -0.23026E-03 -0.18342E-03
4 1 -0.52596E-01 0.44742E+00 -0.75881E+00 0.37236E-02 -0.40306E-02 0.21601E-02
3 1 0.12822E-01 0.47607E+00 -0.70506E+00 0.35572E-02 -0.42130E-02 0.22130E-02
2 1 0.53939E+00 0.64464E+00 -0.17193E+00 0.47916E-04 -0.49490E-02 -0.11182E-03
1 1 0.54514E+00 0.52816E+00 -0.10076E+00 -0.92630E-03 -0.37629E-02 -0.66968E-02
B O U N D A R Y E L E M E N T F O R C E S / M O M E N T S
ELEMENT LOAD FORCE MOMENT
NUMBER CASE
1 1 0.56435E+04 0.00000E+00
2 1 0.40446E+04 0.00000E+00
3 1 0.20000E+13 0.00000E+00
4 1 0.10000E+13 0.00000E+00
5 1 0.30000E+13 0.00000E+00
P I P E F O R C E S A N D M O M E N T S
ELEMENT ELEMENT LOAD STATION AXIAL Y-AXIS Z-AXIS TORSIONAL Y-AXIS Z-AXIS
NUMBER TYPE CASE FORCE SHEAR SHEAR MOMENT MOMENT MOMENT
1 TANGENT 1 END-I -4505.612 -2960.699 10993.585 -158517.34 -953213.26 -207451.82
END-J -3811.562 -2960.699 10993.585 -158517.34 201113.19 103421.54
2 BEND 1 END-I -3811.562 -10993.585 -2960.699 -158517.34 -103421.54 201113.19
CENTER -10413.756 -5133.521 -2960.699 -198226.29 7555.67 301197.75
END-J -10993.585 3655.818 -2960.699 -147832.02 114106.86 310330.79
3 TANGENT 1 END-I -10993.585 -3655.818 2960.699 -147832.02 -114106.86 -310330.79
END-J -10993.585 -2961.768 2960.699 -147832.02 196766.49 37092.45
4 TANGENT 1 END-I -10993.585 -3961.768 2960.699 -147832.02 196766.49 37092.45
END-J -10993.585 -3875.838 2960.699 -147832.02 235255.57 88036.89
5 TANGENT 1 END-I -10993.585 -3675.838 2960.699 -147832.02 235255.57 88036.89
END-J -10993.585 -3232.968 2960.699 -147832.02 433622.37 319481.87
6 TANGENT 1 END-I -1337.044 2000.000 3000.000 480000.00 -409526.71 240000.00
END-J -642.994 2000.000 3000.000 480000.00 -94526.71 30000.00
7 BEND 1 END-I -642.994 -3000.000 2000.000 480000.00 -30000.00 -94526.71
CENTER -2520.922 -1721.719 2000.000 326984.85 -339411.25 -65306.15
END-J -3000.000 487.250 2000.000 0.00 -450000.00 -57684.37
8 TANGENT 1 END-I -3000.000 -487.250 -2000.000 0.00 450000.00 57684.38
END-J -3000.000 1000.000 -2000.000 0.00 0.00 0.00
9 TANGENT 1 END-I -7993.585 -1895.923 4960.699 92167.98 -46377.63 -90044.83
END-J -7993.585 -1664.573 4960.699 92167.98 127246.82 -27736.14
10 BEND 1 END-I -2350.080 -4960.699 -1664.573 92167.98 27736.14 127246.82
CENTER -5169.501 -1845.986 -1586.701 77588.33 -62780.05 169538.14
END-J -4960.699 2350.080 -1508.829 3616.46 -115649.33 166406.11
11 TANGENT 1 END-I -4960.699 -1508.829 -2350.080 3616.46 166406.11 115649.33
END-J -4960.699 -814.779 -2350.080 3616.46 -80352.27 237638.74
12 TANGENT 1 END-I -4960.699 3229.810 -2350.080 3616.46 -80352.27 237638.74
END-J -4960.699 4023.010 -2350.080 3616.46 -362361.85 -197530.41
S T A T I C S O L U T I O N T I M E L O G
EQUATION SOLUTION = 0.110
DISPLACEMENT OUTPUT = 0.000
STRESS RECOVERY = 0.110
O V E R A L L T I M E L O G
NODAL POINT INPUT = 0.060
ELEMENT STIFFNESS FORMATION = 0.330
NODAL LOAD INPUT = 0.000
TOTAL STIFFNESS FORMATION = 0.050
STATIC ANALYSIS = 0.220
EIGENVALUE EXTRACTION = 0.000
FORCED RESPONSE ANALYSIS = 0.000
RESPONSE SPECTRUM ANALYSIS = 0.000
STEP-BY-STEP INTEGRATION = 0.000
TOTAL SOLUTION TIME = 0.660
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