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* PROGRAM K R E T *
* *
* STATYKA I DYNAMIKA PLASKICH UKLADOW PRETOWYCH *
* Wersja 89.1 *
* *
* WYNIKI OBLICZEN Z DNIA: 01-26-01 CZAS: 02:31:01 *
*******************************************************************************
RAMA
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***************************************************
* ZADANIE PROJEKTOWE NR 2 BUDOWNICTWO PRZEMYSLOWE *
* AUTOR: PAWEL KAMIENIECKI *
* KB 00/01 SEM. IX *
***************************************************
WEZLY 24
*NR X Y
1 0 0
2 0 0.8
3 0 3.2
4 0 5.6
5 0 6.4
6 0 6.9
7 0 8.4
8 0 9.9
9 0 10.4
10 2.25 10.4
11 9 10.4
12 15.75 10.4
13 18 10.4
14 18 9.9
15 18 8.4
16 18 6.9
17 18 6.4
18 18 5.6
19 18 3.2
20 18 0.8
21 18 0
22 15.75 6.4
23 9 6.4
24 2.25 6.4
TYPY 7 32400000
*NR A I H
1 0.32 0.017 11
2 0.16 0.0021 11
3 0.16 0.0021 10
4 0.718 0.093 11
5 0.19 0.031 11
6 0.175 0.022 01
7 0.175 0.022 10
PRETY 24
*NR Ni Nj Ti
1 1 2 1
2 2 3 1
3 3 4 1
4 4 5 1
5 5 6 2
6 6 7 2
7 7 8 2
8 8 9 3
9 9 10 6
10 10 11 5
11 11 12 5
12 12 13 7
13 14 13 3
14 15 14 2
15 16 15 2
16 17 16 2
17 18 17 1
18 19 18 1
19 20 19 1
20 21 20 1
21 22 17 4
22 23 22 4
23 24 23 4
24 24 5 4
PODPory 2
1 UT
21 UT
KONIEC
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KRET: G E O M E T R I A U K L A D U
PRET DLUGOSCI CHARAKTERYSTYKI
NR A B L LX LY EA EJ TYP
1 1 2 .800 .000 .800 1.03680E+07 5.50800E+05 11
2 2 3 2.400 .000 2.400 1.03680E+07 5.50800E+05 11
3 3 4 2.400 .000 2.400 1.03680E+07 5.50800E+05 11
4 4 5 .800 .000 .800 1.03680E+07 5.50800E+05 11
5 5 6 .500 .000 .500 5.18400E+06 6.80400E+04 11
6 6 7 1.500 .000 1.500 5.18400E+06 6.80400E+04 11
7 7 8 1.500 .000 1.500 5.18400E+06 6.80400E+04 11
8 8 9 .500 .000 .500 5.18400E+06 6.80400E+04 10
9 9 10 2.250 2.250 .000 5.67000E+06 7.12800E+05 1
10 10 11 6.750 6.750 .000 6.15600E+06 1.00440E+06 11
11 11 12 6.750 6.750 .000 6.15600E+06 1.00440E+06 11
12 12 13 2.250 2.250 .000 5.67000E+06 7.12800E+05 10
13 14 13 .500 .000 .500 5.18400E+06 6.80400E+04 10
14 15 14 1.500 .000 1.500 5.18400E+06 6.80400E+04 11
15 16 15 1.500 .000 1.500 5.18400E+06 6.80400E+04 11
16 17 16 .500 .000 .500 5.18400E+06 6.80400E+04 11
17 18 17 .800 .000 .800 1.03680E+07 5.50800E+05 11
18 19 18 2.400 .000 2.400 1.03680E+07 5.50800E+05 11
19 20 19 2.400 .000 2.400 1.03680E+07 5.50800E+05 11
20 21 20 .800 .000 .800 1.03680E+07 5.50800E+05 11
21 22 17 2.250 2.250 .000 2.32632E+07 3.01320E+06 11
22 23 22 6.750 6.750 .000 2.32632E+07 3.01320E+06 11
23 24 23 6.750 6.750 .000 2.32632E+07 3.01320E+06 11
24 24 5 2.250 -2.250 .000 2.32632E+07 3.01320E+06 11
LICZBA WEZLOW = 24 LICZBA PRETOW = 24 MAX(B-A) = 19
PAMIEC ZAJETA= 4676
WOLNA=15324
PODPORY STALE
WEZEL KIERUNEK
1 X
1 Y
1 FZ
21 X
21 Y
21 FZ
USUNIETO ROWNANIE(A) 0*FI=0 ( 2 RAZY)
ODPOWIADAJACE WEZLY NIE MOGA BYC OBCIAZANE MOMENTAMI SKUPIONYMI
UKLAD 4 - KROTNIE STATYCZNIE NIEWYZNACZALNY
================================================================================
DRGANIA
================================================================================
MASY 18
*NR WARTOSC
2 1.2288
3 2.4576
4 1.2288
6 0.384
7 0.768
8 0.384
10 9.1215
11 18.24
12 9.1215
14 0.384
15 0.768
16 0.384
18 1.2288
19 2.4576
20 1.2288
22 21.945
23 43.89
24 21.945
WLASNE
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KRET: A N A L I Z A D R G A N S W O B O D N Y C H
Uklad o 36 stopniach swobody
PRZEDZIAL 0 50
Liczba czestosci w zadanym przedziale : 4
C Z E S T O S C W E K T O R Y W L A S N E
NUMER WARTOSC WEZEL UX VY FIZ
1 1.11377E+01
1 .00000E+00 .00000E+00 .00000E+00
2 1.07519E-03 2.44621E-05 -2.58233E-03
3 1.31468E-02 9.78476E-05 -6.52681E-03
4 2.78579E-02 1.71226E-04 -4.78888E-03
5 3.09967E-02 1.95684E-04 -2.95394E-03
6 3.50249E-02 1.95699E-04 -1.29333E-02
7 7.23261E-02 1.95744E-04 -3.47815E-02
8 1.33366E-01 1.95783E-04 -4.46226E-02
9 1.55893E-01 1.95795E-04 .00000E+00
10 1.56034E-01 1.48421E-04 -2.13534E-05
11 1.56227E-01 8.00567E-18 -2.23057E-05
12 1.56034E-01 -1.48421E-04 -2.13534E-05
13 1.55893E-01 -1.95795E-04 .00000E+00
14 1.33366E-01 -1.95783E-04 -4.46226E-02
15 7.23261E-02 -1.95744E-04 -3.47815E-02
16 3.50249E-02 -1.95699E-04 -1.29333E-02
17 3.09967E-02 -1.95684E-04 -2.95394E-03
18 2.78579E-02 -1.71226E-04 -4.78888E-03
19 1.31468E-02 -9.78476E-05 -6.52681E-03
20 1.07519E-03 -2.44621E-05 -2.58233E-03
21 .00000E+00 .00000E+00 .00000E+00
22 3.10130E-02 4.19039E-03 -1.03350E-03
23 3.10375E-02 9.17517E-16 1.44795E-03
24 3.10130E-02 -4.19039E-03 -1.03350E-03
2 1.97859E+01
1 .00000E+00 .00000E+00 .00000E+00
2 8.09995E-06 8.49269E-05 -1.87942E-05
3 7.37157E-05 3.39698E-04 -2.27909E-05
4 5.49385E-05 5.94393E-04 5.14097E-05
5 -2.42004E-06 6.79270E-04 9.34227E-05
6 -4.07538E-05 7.83486E-04 6.06301E-05
7 -7.25017E-05 1.09610E-03 -1.18057E-05
8 -2.49988E-05 1.40862E-03 -4.49175E-05
9 -1.80287E-06 1.51277E-03 .00000E+00
10 -1.32516E-06 8.38349E-02 3.40311E-02
11 -1.51304E-13 2.18606E-01 -3.13779E-17
12 1.32516E-06 8.38349E-02 -3.40311E-02
13 1.80287E-06 1.51277E-03 .00000E+00
14 2.49988E-05 1.40862E-03 4.49175E-05
15 7.25017E-05 1.09610E-03 1.18057E-05
16 4.07538E-05 7.83486E-04 -6.06301E-05
17 2.42004E-06 6.79270E-04 -9.34227E-05
18 -5.49385E-05 5.94393E-04 -5.14097E-05
19 -7.37157E-05 3.39698E-04 2.27909E-05
20 -8.09995E-06 8.49269E-05 1.87942E-05
21 .00000E+00 .00000E+00 .00000E+00
22 1.81616E-06 9.07982E-04 -1.04422E-04
23 1.73026E-13 1.35977E-03 2.04343E-15
24 -1.81616E-06 9.07982E-04 1.04422E-04
3 2.41208E+01
1 .00000E+00 .00000E+00 .00000E+00
2 3.88475E-03 3.19945E-05 -9.29124E-03
3 4.60149E-02 1.27973E-04 -2.20363E-02
4 9.17855E-02 2.23909E-04 -1.24396E-02
5 9.86754E-02 2.55875E-04 -4.39044E-03
6 9.71734E-02 2.55975E-04 1.00967E-02
7 5.57227E-02 2.56258E-04 4.23352E-02
8 -2.11192E-02 2.56507E-04 5.71478E-02
9 -5.00205E-02 2.56585E-04 .00000E+00
10 -5.02327E-02 2.02515E-04 -2.59394E-05
11 -5.05267E-02 -4.53972E-16 -3.20337E-05
12 -5.02327E-02 -2.02515E-04 -2.59394E-05
13 -5.00205E-02 -2.56585E-04 .00000E+00
14 -2.11192E-02 -2.56507E-04 5.71478E-02
15 5.57227E-02 -2.56258E-04 4.23352E-02
16 9.71734E-02 -2.55975E-04 1.00967E-02
17 9.86754E-02 -2.55875E-04 -4.39044E-03
18 9.17855E-02 -2.23909E-04 -1.24396E-02
19 4.60149E-02 -1.27973E-04 -2.20363E-02
20 3.88475E-03 -3.19945E-05 -9.29124E-03
21 .00000E+00 .00000E+00 .00000E+00
22 9.89201E-02 6.30235E-03 -1.55480E-03
23 9.92880E-02 1.55554E-14 2.17792E-03
24 9.89201E-02 -6.30235E-03 -1.55480E-03
OBLICZ
** KONIEC SCHEMATU DYNAMICZNEGO **
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STOP
--- PRZECZYTANY WIERSZ STOP - KONIEC GRUPY ZADAN
KONIEC PRACY PROGRAMU *KRET*