📄 sample1.out
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INPUT FILE: SAMPLE1.IN OUTPUT FILE: SAMPLE1.OUT
PPPPP CCCCC SSSSS AAAA PPPPP 4 4
P P C S A A P P 4 4
PPPPP C ** SSSSS AAAAAA PPPPP 4444444
P C S A A P 4
P CCCC SSSSS A A P 4
By
Bruce F. Maison
August 1994
Based On SAP-4 Developed By
K.J. Bathe, E.L. Wilson, F.E. Peterson
University of California, Berkeley
** SAMPLE ANALYSIS 1 ** STATIC ANALYSIS OF PIPE NETWORK
C O N T R O L I N F O R M A T I O N
NUMBER OF NODAL POINTS = 18
NUMBER OF ELEMENT TYPES = 2
NUMBER OF LOAD CASES = 1
NUMBER OF FREQUENCIES = 0
ANALYSIS CODE (NDYN) = 0
EQ.0, STATIC
EQ.1, MODAL EXTRACTION
EQ.2, FORCED RESPONSE
EQ.3, RESPONSE SPECTRUM
EQ.4, DIRECT INTEGRATION
SOLUTION MODE (MODEX) = 0
EQ.0, EXECUTION
EQ.1, DATA CHECK
NUMBER OF SUBSPACE
ITERATION VECTORS (NAD) = 0
EQUATIONS PER BLOCK = 40
TAPE10 SAVE FLAG (N10SV) = 0
STORAGE CAPACITY (MTOT) = 500000
NODAL POINT INPUT DATA
NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES
NUMBER X Y Z XX YY ZZ X Y Z T
1 0 0 0 0 0 0 0.000 105.000 0.000 0 740.000
2 0 0 0 0 0 0 -15.000 120.000 0.000 0 740.000
3 0 0 0 0 0 0 -120.000 120.000 0.000 0 740.000
4 0 0 0 0 0 0 -133.000 120.000 0.000 0 740.000
5 0 0 0 0 0 0 -200.000 120.000 0.000 0 740.000
6 0 0 0 0 0 0 -200.000 225.000 0.000 0 740.000
7 0 0 0 0 0 0 -215.000 240.000 0.000 0 740.000
8 0 0 0 0 0 0 -440.000 240.000 0.000 0 740.000
9 0 0 0 0 0 0 -235.000 120.000 0.000 0 740.000
10 0 0 0 0 0 0 -250.000 120.000 15.000 0 740.000
11 0 0 0 0 0 0 -250.000 120.000 120.000 0 740.000
12 0 0 0 1 1 1 -250.000 120.000 240.000 0 740.000
13 1 1 1 1 1 1 0.000 0.000 0.000 0 740.000
14 1 1 1 1 1 1 -245.000 120.000 0.000 0 0.000
15 1 1 1 1 1 1 -250.000 130.000 120.000 0 0.000
16 1 1 1 1 1 1 -240.000 120.000 240.000 0 0.000
17 1 1 1 1 1 1 -250.000 130.000 240.000 0 0.000
18 1 1 1 1 1 1 -250.000 120.000 250.000 0 0.000
GENERATED NODAL DATA
NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES
NUMBER X Y Z XX YY ZZ X Y Z T
1 0 0 0 0 0 0 0.000 105.000 0.000 740.000
2 0 0 0 0 0 0 -15.000 120.000 0.000 740.000
3 0 0 0 0 0 0 -120.000 120.000 0.000 740.000
4 0 0 0 0 0 0 -133.000 120.000 0.000 740.000
5 0 0 0 0 0 0 -200.000 120.000 0.000 740.000
6 0 0 0 0 0 0 -200.000 225.000 0.000 740.000
7 0 0 0 0 0 0 -215.000 240.000 0.000 740.000
8 0 0 0 0 0 0 -440.000 240.000 0.000 740.000
9 0 0 0 0 0 0 -235.000 120.000 0.000 740.000
10 0 0 0 0 0 0 -250.000 120.000 15.000 740.000
11 0 0 0 0 0 0 -250.000 120.000 120.000 740.000
12 0 0 0 1 1 1 -250.000 120.000 240.000 740.000
13 1 1 1 1 1 1 0.000 0.000 0.000 740.000
14 1 1 1 1 1 1 -245.000 120.000 0.000 0.000
15 1 1 1 1 1 1 -250.000 130.000 120.000 0.000
16 1 1 1 1 1 1 -240.000 120.000 240.000 0.000
17 1 1 1 1 1 1 -250.000 130.000 240.000 0.000
18 1 1 1 1 1 1 -250.000 120.000 250.000 0.000
EQUATION NUMBERS
N X Y Z XX YY ZZ
1 1 2 3 4 5 6
2 7 8 9 10 11 12
3 13 14 15 16 17 18
4 19 20 21 22 23 24
5 25 26 27 28 29 30
6 31 32 33 34 35 36
7 37 38 39 40 41 42
8 43 44 45 46 47 48
9 49 50 51 52 53 54
10 55 56 57 58 59 60
11 61 62 63 64 65 66
12 67 68 69 0 0 0
13 0 0 0 0 0 0
14 0 0 0 0 0 0
15 0 0 0 0 0 0
16 0 0 0 0 0 0
17 0 0 0 0 0 0
18 0 0 0 0 0 0
B O U N D A R Y E L E M E N T S
ELEMENT TYPE = 7
NUMBER OF ELEMENTS = 5
ELEMENT LOAD CASE MULTIPLIERS
CASE(A) CASE(B) CASE(C) CASE(D)
1.0000 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 9 14 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+05
2 11 15 0 0 0 1 0 0 0.0000E+00 0.0000E+00 0.1000E+06
3 12 16 0 0 0 1 0 0 0.2000E+00 0.0000E+00 0.1000E+14
4 12 17 0 0 0 1 0 0 0.1000E+00 0.0000E+00 0.1000E+14
5 12 18 0 0 0 1 0 0 0.3000E+00 0.0000E+00 0.1000E+14
P I P E E L E M E N T I N P U T D A T A
C O N T R O L I N F O R M A T I O N
NUMBER OF PIPE ELEMENTS = 12
NUMBER OF MATERIAL SETS = 1
MAXIMUM NUMBER OF MATERIAL
TEMPERATURE INPUT POINTS = 1
NUMBER OF SECTION PROPERTY SETS = 2
NUMBER OF BRANCH POINT NODES = 0
MAXIMUM NUMBER OF TANGENTS
COMMON TO A BRANCH POINT = 4
FLAG FOR NEGLECTING AXIAL
DEFORMATIONS IN BEND ELEMENTS = 0
(EQ.1, NEGLECT)
M A T E R I A L P R O P E R T Y T A B L E S
MATERIAL NUMBER = ( 1)
NUMBER OF
TEMPERATURE POINTS = ( 1)
IDENTIFICATION = (CARBON STEEL )
POINT YOUNG*S POISSON*S THERMAL
NUMBER TEMPERATURE MODULUS RATIO EXPANSION
1 0.00 27900000.0 0.333 0.681E-05
S E C T I O N P R O P E R T Y T A B L E
SECTION OUTSIDE WALL SHAPE FACTOR WEIGHT/ MASS/
NUMBER DIAMETER THICKNESS FOR SHEAR UNIT LENGTH UNIT LENGTH D E S C R I P T I O N
1 10.740 0.5000 0.0000 0.6610E+01 0.1711E-01 NORMAL PIPE
2 10.740 2.0000 0.0000 0.6610E+01 0.1711E-01 VALVE
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