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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

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DRGANIA

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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*

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