Zadanie 5 |
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dane, które należy podać |
dane, które można sprawdzić w prog. |
dane, które należy zawrzeć w projekcie |
dane pomocnicze (dla arkusza) |
dane do skontrolowania |
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Rzędne wykresów sił wew. |
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11 |
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12 |
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13 |
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14 |
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Schemat 1 |
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Współrzędne punktów w układzie osi y1 z1
Współrzędne punktów |
Odcinki |
Pozostałe dane |
Belka |
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My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
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0 |
0 |
0 |
0 |
0 |
0 |
8,07551815318232 |
0 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
8,07551815318232 |
0 |
5,2370441622754 |
y(1) |
-13,30 |
cm |
z(1) |
13,20 |
cm |
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Numer punktu rozpoczynającego odcinek
Pp |
Numer punktu kończącego odcinek
Pk |
Wpisz L, gdy odcinek ma pyć zliczony przy liczeni momentów statycznych odciętej części przekroju
Zliczanie s |
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d |
15,00 |
- |
L |
5,75 |
m |
Py1 |
0,00 |
kN |
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0,05 |
0 |
0 |
0 |
0 |
2,32171146903992 |
8,07551815318232 |
-1,50565019665418 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
2,32171146903992 |
8,07551815318232 |
-1,50565019665418 |
5,2370441622754 |
y(2) |
0,00 |
cm |
z(2) |
13,20 |
cm |
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1 |
1 |
2 |
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B |
4 |
- |
b |
0,36 |
- |
Pz1 |
17,50 |
kN |
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0,1 |
0 |
0 |
0 |
0 |
4,64342293807983 |
8,07551815318232 |
-3,01130039330835 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
4,64342293807983 |
8,07551815318232 |
-3,01130039330835 |
5,2370441622754 |
y(3) |
0,00 |
cm |
z(3) |
0,00 |
cm |
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2 |
2 |
3 |
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P0 |
4 |
- |
g |
0,45 |
- |
qy1 |
0,00 |
kN/m |
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0,15 |
0 |
0 |
0 |
0 |
6,96513440711975 |
8,07551815318232 |
-4,51695058996253 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
6,96513440711975 |
8,07551815318232 |
-4,51695058996253 |
5,2370441622754 |
y(4) |
0,00 |
cm |
z(4) |
-18,40 |
cm |
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3 |
3 |
4 |
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i(obc) |
4 |
- |
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qz1 |
0,00 |
kN/m |
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0,2 |
0 |
0 |
0 |
0 |
9,28684587615967 |
8,07551815318232 |
-6,02260078661671 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
9,28684587615967 |
8,07551815318232 |
-6,02260078661671 |
5,2370441622754 |
y(5) |
24,80 |
cm |
z(5) |
-18,40 |
cm |
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4 |
4 |
5 |
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Codc |
3 |
0,89 |
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0,25 |
0 |
0 |
0 |
0 |
11,6085573451996 |
8,07551815318232 |
-7,52825098327089 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
11,6085573451996 |
8,07551815318232 |
-7,52825098327089 |
5,2370441622754 |
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x |
0,89 |
- |
Belka |
1-belka swobodnie podparta
2-wspornik
1 |
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0,3 |
0 |
0 |
0 |
0 |
13,9302688142395 |
8,07551815318232 |
-9,03390117992506 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
13,9302688142395 |
8,07551815318232 |
-9,03390117992506 |
5,2370441622754 |
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Kolejność poruszania się przy liczeniu współrzędnej wycinkowej (poz. 1 - punkt początkowy)
Kolejność liczenia w |
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0,35 |
0 |
0 |
0 |
0 |
16,2519802832794 |
8,07551815318232 |
-10,5395513765792 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
16,2519802832794 |
8,07551815318232 |
-10,5395513765792 |
5,2370441622754 |
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Pierwszy kierunek
I |
Drugi kierunek
II |
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G/E |
0,4 |
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0,4 |
0 |
0 |
0 |
0 |
18,5736917523193 |
8,07551815318232 |
-12,0452015732334 |
5,2370441622754 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
18,5736917523193 |
8,07551815318232 |
-12,0452015732334 |
5,2370441622754 |
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4 |
4 |
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0,45 |
0 |
0 |
0 |
0 |
20,8954032213592 |
-6,60724212533099 |
-13,5508517698876 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
20,8954032213592 |
-6,60724212533099 |
-13,5508517698876 |
-4,28485431458896 |
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5 |
4 |
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0,5 |
0 |
0 |
0 |
0 |
18,9958211103266 |
-6,60724212533099 |
-12,3189561544433 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
18,9958211103266 |
-6,60724212533099 |
-12,3189561544433 |
-4,28485431458896 |
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4 |
3 |
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0,55 |
0 |
0 |
0 |
0 |
17,0962389992939 |
-6,60724212533099 |
-11,0870605389989 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
17,0962389992939 |
-6,60724212533099 |
-11,0870605389989 |
-4,28485431458896 |
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3 |
2 |
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0,6 |
0 |
0 |
0 |
0 |
15,1966568882613 |
-6,60724212533099 |
-9,85516492355461 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
15,1966568882613 |
-6,60724212533099 |
-9,85516492355461 |
-4,28485431458896 |
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2 |
1 |
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0,65 |
0 |
0 |
0 |
0 |
13,2970747772286 |
-6,60724212533099 |
-8,62326930811029 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
13,2970747772286 |
-6,60724212533099 |
-8,62326930811029 |
-4,28485431458896 |
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0,7 |
0 |
0 |
0 |
0 |
11,397492666196 |
-6,60724212533099 |
-7,39137369266597 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
11,397492666196 |
-6,60724212533099 |
-7,39137369266597 |
-4,28485431458896 |
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0,75 |
0 |
0 |
0 |
0 |
9,49791055516329 |
-6,60724212533099 |
-6,15947807722164 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
9,49791055516329 |
-6,60724212533099 |
-6,15947807722164 |
-4,28485431458896 |
Długości odcinków |
Grubości odcinków |
Pole przekroju |
Pola pow. odcinków |
Orientacja odc. |
Środki ciężkości odcinków |
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0,8 |
0 |
0 |
0 |
0 |
7,59832844413063 |
-6,60724212533099 |
-4,9275824617773 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
7,59832844413063 |
-6,60724212533099 |
-4,9275824617773 |
-4,28485431458896 |
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Ppy |
Ppz |
Pky |
Pkz |
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0,85 |
0 |
0 |
0 |
0 |
5,69874633309799 |
-6,60724212533099 |
-3,69568684633299 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
5,69874633309799 |
-6,60724212533099 |
-3,69568684633299 |
-4,28485431458896 |
1 |
13,30 |
cm |
1 |
0,887 |
cm |
A= |
86,98 |
cm2 |
A1 |
11,79 |
cm2 |
1 |
pz |
- |
y1 |
-6,65 |
cm |
z1 |
13,20 |
cm |
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1 |
-13,3 |
13,2 |
0 |
13,2 |
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0,9 |
0 |
0 |
0 |
0 |
3,79916422206531 |
-6,60724212533099 |
-2,46379123088865 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
3,79916422206531 |
-6,60724212533099 |
-2,46379123088865 |
-4,28485431458896 |
2 |
13,20 |
cm |
2 |
0,880 |
cm |
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A2 |
11,62 |
cm2 |
2 |
pi |
- |
y2 |
0,00 |
cm |
z2 |
6,60 |
cm |
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2 |
0 |
13,2 |
0 |
0 |
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0,95 |
0 |
0 |
0 |
0 |
1,89958211103266 |
-6,60724212533099 |
-1,23189561544433 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1,89958211103266 |
-6,60724212533099 |
-1,23189561544433 |
-4,28485431458896 |
3 |
18,40 |
cm |
3 |
1,227 |
cm |
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A3 |
22,57 |
cm2 |
3 |
pi |
- |
y3 |
0,00 |
cm |
z3 |
-9,20 |
cm |
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3 |
0 |
0 |
0 |
-18,4 |
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1 |
0 |
0 |
0 |
0 |
0 |
-6,60724212533099 |
0 |
-4,28485431458896 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-6,60724212533099 |
0 |
-4,28485431458896 |
4 |
24,80 |
cm |
4 |
1,653 |
cm |
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A4 |
41,00 |
cm2 |
4 |
pz |
- |
y4 |
12,40 |
cm |
z4 |
-18,40 |
cm |
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4 |
0 |
-18,4 |
24,8 |
-18,4 |
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21 |
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22 |
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23 |
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24 |
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Schemat 2 |
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Momenty statyczne |
Współrzędne środka ciężkości |
Współrzędne punktów w ukł y0z0 |
Współrzędne środków ciężk. w ukł. y0z0 |
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My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
My |
Tz |
Mz |
Ty |
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Ppy |
Ppz |
Pky |
Pkz |
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0 |
0 |
0 |
0 |
0 |
-37,9916422206532 |
14,6827602785133 |
24,6379123088865 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-37,9916422206532 |
14,6827602785133 |
24,6379123088865 |
9,52189847686436 |
Sy1= |
-729,77 |
cm3 |
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yC= |
4,94 |
cm |
y(1) |
-18,24 |
cm |
z(1) |
21,59 |
cm |
y1 |
-11,59 |
cm |
z1 |
21,59 |
cm |
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1 |
-18,2436875828716 |
21,5899013589018 |
-4,94368758287155 |
21,5899013589018 |
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0,05 |
0 |
0 |
0 |
0 |
-33,7703486405806 |
14,6827602785133 |
21,900366496788 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-33,7703486405806 |
14,6827602785133 |
21,900366496788 |
9,52189847686436 |
Sz1= |
430,01 |
cm3 |
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zC= |
-8,39 |
cm |
y(2) |
-4,94 |
cm |
z(2) |
21,59 |
cm |
y2 |
-4,94 |
cm |
z2 |
14,99 |
cm |
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2 |
-4,94368758287155 |
21,5899013589018 |
-4,94368758287155 |
8,38990135890184 |
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0,1 |
0 |
0 |
0 |
0 |
-29,549055060508 |
14,6827602785133 |
19,1628206846895 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-29,549055060508 |
14,6827602785133 |
19,1628206846895 |
9,52189847686436 |
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y(3) |
-4,94 |
cm |
z(3) |
8,39 |
cm |
y3 |
-4,94 |
cm |
z3 |
-0,81 |
cm |
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3 |
-4,94368758287155 |
8,38990135890184 |
-4,94368758287155 |
-10,0100986410982 |
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0,15 |
0 |
0 |
0 |
0 |
-25,3277614804355 |
14,6827602785133 |
16,425274872591 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-25,3277614804355 |
14,6827602785133 |
16,425274872591 |
9,52189847686436 |
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y(4) |
-4,94 |
cm |
z(4) |
-10,01 |
cm |
y4 |
7,46 |
cm |
z4 |
-10,01 |
cm |
|
4 |
-4,94368758287155 |
-10,0100986410982 |
19,8563124171285 |
-10,0100986410982 |
|
|
|
|
|
|
|
|
0,2 |
0 |
0 |
0 |
0 |
-21,1064679003629 |
14,6827602785133 |
13,6877290604925 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-21,1064679003629 |
14,6827602785133 |
13,6877290604925 |
9,52189847686436 |
|
|
|
|
|
|
|
|
|
y(5) |
19,86 |
cm |
z(5) |
-10,01 |
cm |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,25 |
0 |
0 |
0 |
0 |
-16,8851743202903 |
14,6827602785133 |
10,950183248394 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-16,8851743202903 |
14,6827602785133 |
10,950183248394 |
9,52189847686436 |
|
|
|
|
|
|
|
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|
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|
|
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|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,3 |
0 |
0 |
0 |
0 |
-12,6638807402177 |
14,6827602785133 |
8,21263743629551 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-12,6638807402177 |
14,6827602785133 |
8,21263743629551 |
9,52189847686436 |
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,35 |
0 |
0 |
0 |
0 |
-8,44258716014515 |
14,6827602785133 |
5,47509162419701 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-8,44258716014515 |
14,6827602785133 |
5,47509162419701 |
9,52189847686436 |
Momenty bezwładności |
|
|
Osie główne |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,4 |
0 |
0 |
0 |
0 |
-4,22129358007257 |
14,6827602785133 |
2,7375458120985 |
9,52189847686436 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-4,22129358007257 |
14,6827602785133 |
2,7375458120985 |
9,52189847686436 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,45 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
Iy0= |
13035,75 |
cm4 |
|
|
tg(2j)= |
2,23841 |
- |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,5 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
Iz0= |
6975,58 |
cm4 |
|
|
|
|
|
|
|
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|
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|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
0,55 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
|
|
|
|
j= |
32,96 |
° |
|
|
|
|
|
|
|
|
|
|
|
|
|
fir |
0,57532617391962 |
|
|
|
|
|
|
|
|
|
|
|
0,6 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
Iy0z0= |
-6782,57 |
cm4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,65 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Omega B |
|
|
|
|
|
|
0,7 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,75 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
Współrzędne punktów w ukł yz |
Współrzędne wB |
Współrzędne środków ciężkości w ukł. yz |
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
420,28 |
17,1938281067951 |
33,7495128310467 |
26,5128699886297 |
6,03493029512497 |
|
0,8 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
0 |
10,0115961128174 |
26,5128699886297 |
15,4378736642654 |
17,1938281067951 |
|
0,85 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
y(1)= |
-3,56 |
cm |
z(1)= |
28,04 |
cm |
w1= |
420,28 |
cm2 |
y1 |
2,02 |
cm |
z1 |
24,42 |
cm |
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
0 |
0 |
15,4378736642654 |
0 |
10,0115961128174 |
|
0,9 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
y(2)= |
7,60 |
cm |
z(2)= |
20,80 |
cm |
w2= |
0,00 |
cm2 |
y2 |
4,01 |
cm |
z2 |
15,27 |
cm |
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
0 |
0 |
0 |
0 |
0 |
|
0,95 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
y(3)= |
0,42 |
cm |
z(3)= |
9,73 |
cm |
w3= |
0,00 |
cm2 |
y3 |
-4,59 |
cm |
z3 |
2,01 |
cm |
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
0 |
|
|
|
|
|
1 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
y(4)= |
-9,59 |
cm |
z(4)= |
-5,71 |
cm |
w4= |
0,00 |
cm2 |
y4 |
0,81 |
cm |
z4 |
-12,46 |
cm |
|
|
|
|
|
|
|
|
|
|
|
|
|
5 |
0 |
0 |
-13,4938904129278 |
0 |
20,807568851836 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
y(5)= |
11,21 |
cm |
z(5)= |
-19,20 |
cm |
w5= |
0,00 |
cm2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
0 |
20,807568851836 |
0 |
-13,4938904129278 |
0 |
|
|
11 |
|
|
12 |
|
|
21 |
|
|
22 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
0 |
0 |
15,4378736642654 |
0 |
10,0115961128174 |
|
|
B |
Ms |
Mom |
B |
Ms |
Mom |
B |
Ms |
Mom |
B |
Ms |
Mom |
|
|
|
|
B |
Ms |
Mom |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
0 |
10,0115961128174 |
26,5128699886297 |
15,4378736642654 |
17,1938281067951 |
|
0 |
0 |
-0,298515455564964 |
-0,078654302609444 |
0 |
-0,862815348389071 |
-0,714409651610929 |
0,628910963930843 |
0 |
-0,5486 |
3,26400380969032 |
0 |
-3,15445 |
|
|
|
|
0 |
-0,298515455564964 |
-0,078654302609444 |
|
Momenty bezwładności |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,05 |
-0,022787476436171 |
-0,291089927804101 |
-0,080476556696004 |
-0,184216556875032 |
-0,847480146911921 |
-0,572022353088079 |
0,484601719781508 |
-0,088995950448512 |
-0,451662942808448 |
2,44848653544672 |
-0,456208818745383 |
-2,54051868125462 |
|
|
|
|
-0,022787476436171 |
-0,291089927804101 |
-0,080476556696004 |
|
Iy= |
17434,30 |
cm4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ppy |
Ppz |
Pky |
Pkz |
|
|
wBp |
wBk |
|
Iomy |
Iomz |
|
0,1 |
-0,046630828283618 |
-0,275845047428178 |
-0,086027754513455 |
-0,331449023372119 |
-0,805639845626198 |
-0,456140154373801 |
0,362746872529205 |
-0,156695790456545 |
-0,373788493884356 |
1,79194169321075 |
-0,794700732113426 |
-2,04430426788657 |
|
|
|
|
-0,046630828283618 |
-0,275845047428178 |
-0,086027754513455 |
|
Iz= |
2577,03 |
cm4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
-3,55947671488077 |
28,0407935484136 |
7,59942109678934 |
20,8041507059967 |
|
1 |
420,28 |
0 |
|
396,884065997815 |
63510,4635140025 |
|
0,15 |
-0,072634855760508 |
-0,251201382916661 |
-0,095565115122233 |
-0,448519530127416 |
-0,742663936172183 |
-0,361393563827817 |
0,257700183226901 |
-0,206236444668304 |
-0,311298393770071 |
1,2639477680218 |
-1,03846822017378 |
-1,64281427982622 |
|
|
|
|
-0,072634855760508 |
-0,251201382916661 |
-0,095565115122233 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
7,59942109678934 |
20,8041507059967 |
0,417189102811647 |
9,72915438163238 |
|
2 |
0 |
0 |
|
0 |
0 |
|
0,2 |
-0,102004475667693 |
-0,214855094278695 |
-0,109530559530286 |
-0,5408526299568 |
-0,662942575377463 |
-0,283392424622537 |
0,164594231974852 |
-0,239913417756597 |
-0,261224526418561 |
0,840039751458603 |
-1,20611463321202 |
-1,31744536678798 |
|
|
|
|
-0,102004475667693 |
-0,214855094278695 |
-0,109530559530286 |
|
Ks= |
54,77 |
cm4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
0,417189102811647 |
9,72915438163238 |
-9,59440701000574 |
-5,70871928263304 |
|
3 |
0 |
0 |
|
0 |
0 |
|
0,25 |
-0,136100552144098 |
-0,163574476486633 |
-0,128571187446057 |
-0,612726648721841 |
-0,570090006581757 |
-0,218522493418243 |
0,079114882240834 |
-0,259287158413922 |
-0,221171287880527 |
0,500575536481113 |
-1,3127161924075 |
-1,0531213075925 |
|
|
|
|
-0,136100552144098 |
-0,163574476486633 |
-0,128571187446057 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
-9,59440701000574 |
-5,70871928263304 |
11,2131618418303 |
-19,2026096955608 |
|
4 |
0 |
0 |
|
0 |
0 |
|
0,3 |
-0,17650295336307 |
-0,092921415933277 |
-0,153569261145838 |
-0,66747192487999 |
-0,467112028407903 |
-0,163777971592097 |
-0,002698618005282 |
-0,265255363954056 |
-0,18920447886937 |
0,229825785152016 |
-1,37052055824579 |
-0,837594441754211 |
|
|
|
|
-0,17650295336307 |
-0,092921415933277 |
-0,153569261145838 |
|
IwBy= |
396,88 |
cm5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,35 |
-0,225083755950695 |
0,003125866274984 |
-0,185683085781269 |
-0,707625123302447 |
-0,356545270774541 |
-0,116622229225459 |
-0,084637160811691 |
-0,258094575813999 |
-0,163761572807815 |
0,015245097552268 |
-1,38951433537553 |
-0,660878164624473 |
|
|
|
|
-0,225083755950695 |
0,003125866274984 |
-0,185683085781269 |
|
IwBz= |
63510,46 |
cm5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Iy |
17434,3048143363 |
1,74343048143363 |
|
|
|
|
|
|
|
|
|
|
0,4 |
-0,284093989109616 |
0,1326805475562 |
-0,226400680347764 |
-0,735046773610257 |
-0,240574731612657 |
-0,074870268387343 |
-0,170497432170696 |
-0,237472993316147 |
-0,143579201403795 |
-0,153109289063539 |
-1,3778858096877 |
-0,514784190312295 |
|
|
|
|
-0,284093989109616 |
0,1326805475562 |
-0,226400680347764 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Iz |
2577,0269740795 |
0,25770269740795 |
|
|
|
|
|
|
|
|
|
|
0,45 |
-0,356267937804678 |
-0,024121273800138 |
0,270991273800138 |
-0,751007479258687 |
-0,121135020440995 |
-0,036587479559005 |
-0,266138220616966 |
-0,202435099426302 |
0,202435099426302 |
-0,283038205897842 |
-1,34240435889924 |
-0,392543141100758 |
|
|
|
|
-0,356267937804678 |
-0,024121273800138 |
0,270991273800138 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,5 |
-0,28601117654404 |
0,027240084449094 |
0,219629915550906 |
-0,756246791934737 |
0 |
0 |
-0,213655222726574 |
-0,164067289577482 |
0,164067289577482 |
-0,380562010179905 |
-1,28873411692477 |
-0,288490883075225 |
|
|
|
|
-0,28601117654404 |
0,027240084449094 |
0,219629915550906 |
|
Główny biegun wycinkowy |
|
|
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|
|
0,55 |
-0,229006965187687 |
0,068424720055936 |
0,178445279944064 |
-0,751007479258687 |
0,121135020440995 |
0,036587479559005 |
-0,171072105448222 |
-0,133301664961628 |
0,133301664961628 |
-0,450199543091811 |
-1,22169642591883 |
-0,197806074081172 |
|
|
|
|
-0,229006965187687 |
0,068424720055936 |
0,178445279944064 |
|
|
|
|
|
|
|
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|
|
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|
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|
|
|
|
|
0,6 |
-0,182613969348332 |
0,101340955084108 |
0,145529044915892 |
-0,735046773610257 |
0,240574731612657 |
0,074870268387343 |
-0,136415746984258 |
-0,108712676477882 |
0,108712676477882 |
-0,495177513782754 |
-1,1454932369075 |
-0,116286763092501 |
|
|
|
|
-0,182613969348332 |
0,101340955084108 |
0,145529044915892 |
|
yA= |
-5,95 |
cm |
|
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|
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|
|
|
0,65 |
-0,144682533547474 |
0,127513988837507 |
0,119356011162493 |
-0,707625123302447 |
0,356545270774541 |
0,116622229225459 |
-0,108080318060475 |
-0,089160974255673 |
0,089160974255673 |
-0,517580011442458 |
-1,06390181045135 |
-0,040155689548648 |
|
|
|
|
-0,144682533547474 |
0,127513988837507 |
0,119356011162493 |
|
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|
0,7 |
-0,11345507525996 |
0,148156569154015 |
0,098713430845985 |
-0,66747192487999 |
0,467112028407902 |
0,163777971592097 |
-0,084752874580041 |
-0,073740614993959 |
0,073740614993959 |
-0,51844507319172 |
-0,980449738945893 |
0,034114738945893 |
|
|
|
|
-0,11345507525996 |
0,148156569154015 |
0,098713430845985 |
|
zA= |
-5,86 |
cm |
|
-5,86 |
|
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|
0,75 |
-0,087484645963219 |
0,164225186018055 |
0,082644813981945 |
-0,612726648721841 |
0,570090006581757 |
0,218522493418243 |
-0,06535252133949 |
-0,061737084375057 |
0,061737084375057 |
-0,497812782338266 |
-0,898578400353794 |
0,109965900353794 |
|
|
|
|
-0,087484645963219 |
0,164225186018055 |
0,082644813981945 |
|
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|
Omega A |
|
|
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|
|
0,8 |
-0,065567885654158 |
0,176464391266576 |
0,070405608733424 |
-0,5408526299568 |
0,662942575377463 |
0,283392424622537 |
-0,048980327910341 |
-0,052594189489037 |
0,052594189489037 |
-0,454727125667931 |
-0,821802417124439 |
0,190912417124439 |
|
|
|
|
-0,065567885654158 |
0,176464391266576 |
0,070405608733424 |
|
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|
0,85 |
-0,046689264229213 |
0,185441297976432 |
0,061428702023568 |
-0,448519530127416 |
0,742663936172183 |
0,361393563827817 |
-0,034877675999827 |
-0,045888287203451 |
0,045888287203451 |
-0,387191695830197 |
-0,753872508953623 |
0,280705008953623 |
|
|
|
|
-0,046689264229213 |
0,185441297976432 |
0,061428702023568 |
|
Główna współrzędna wycinkowa |
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|
|
0,9 |
-0,029974026108614 |
0,191571858089069 |
0,055298141910931 |
-0,331449023372119 |
0,805639845626198 |
0,456140154373801 |
-0,022391108283358 |
-0,0413086543299 |
0,0413086543299 |
-0,292077186253738 |
-0,698949285292451 |
0,383504285292451 |
|
|
|
|
-0,029974026108614 |
0,191571858089069 |
0,055298141910931 |
|
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|
1 |
296,40633814226 |
13,5509834857823 |
33,903521333864 |
26,6668784914471 |
2,39208567411218 |
|
0,95 |
-0,014647657757501 |
0,195140135866645 |
0,051729864133355 |
-0,184216556875032 |
0,84748014691192 |
0,572022353088079 |
-0,010942049952092 |
-0,038643090023881 |
0,038643090023881 |
-0,164976392297063 |
-0,66179603041627 |
0,504073530416269 |
|
|
|
|
-0,014647657757501 |
0,195140135866645 |
0,051729864133355 |
|
wA(1)= |
296,41 |
cm2 |
|
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|
2 |
-99,2302615501171 |
6,3687514918046 |
26,6668784914471 |
15,5918821670827 |
13,5509834857823 |
|
1 |
0 |
0,196311470230145 |
0,050558529769855 |
0 |
0,862815348389071 |
0,714409651610929 |
0 |
-0,037768083293917 |
0,037768083293917 |
0 |
-0,647999413899437 |
0,647999413899437 |
|
|
|
|
0 |
0,196311470230145 |
0,050558529769855 |
|
wA(2)= |
-99,23 |
cm2 |
|
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|
|
3 |
-57,7796459658909 |
-3,64284462101279 |
15,5918821670827 |
0,154008502817313 |
6,3687514918046 |
|
|
|
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|
wA(3)= |
-57,78 |
cm2 |
|
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|
4 |
0 |
-3,64284462101279 |
0,154008502817313 |
0,154008502817313 |
-3,64284462101279 |
|
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|
wA(4)= |
0,00 |
cm2 |
|
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4 |
0 |
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|
wA(5)= |
45,95 |
cm2 |
|
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|
|
5 |
45,9516035811306 |
-3,64284462101279 |
-13,3398819101105 |
0,154008502817313 |
17,1647242308232 |
|
|
|
|
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|
Przesunięcie |
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|
4 |
0 |
17,1647242308232 |
0,154008502817313 |
-13,3398819101105 |
-3,64284462101279 |
|
|
|
|
|
|
|
|
|
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|
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|
|
|
|
|
|
SwA= |
540,71 |
cm4 |
|
6,22 |
cm2 |
|
|
|
|
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|
|
3 |
-57,7796459658909 |
-3,64284462101279 |
15,5918821670827 |
0,154008502817313 |
6,3687514918046 |
|
|
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|
|
2 |
-99,2302615501171 |
6,3687514918046 |
26,6668784914471 |
15,5918821670827 |
13,5509834857823 |
|
|
|
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|
w(1)= |
290,19 |
cm2 |
|
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|
w(2)= |
-105,45 |
cm2 |
|
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|
wBp |
wBk |
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|
w(3)= |
-64,00 |
cm2 |
|
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|
|
|
1 |
296,40633814226 |
-99,2302615501171 |
|
|
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|
w(4)= |
-6,22 |
cm2 |
|
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|
|
2 |
-99,2302615501171 |
-57,7796459658909 |
|
przesunięcie omegi |
|
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|
w(5)= |
39,74 |
cm2 |
|
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|
3 |
-57,7796459658909 |
0 |
|
6,21633105359788 |
|
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|
4 |
0 |
45,9516035811306 |
|
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|
|
Główny wycinkowy moment bezwładności |
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|
wBp |
wBk |
|
do Iom |
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|
|
1 |
290,190007088662 |
-105,446592603715 |
|
763335,500182874 |
|
|
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|
Iw= |
392312,57 |
cm6 |
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2 |
-105,446592603715 |
-63,9959770194888 |
|
255117,871555112 |
|
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|
3 |
-63,9959770194888 |
-6,21633105359788 |
|
102289,088238698 |
|
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|
4 |
-6,21633105359788 |
39,7352725275327 |
|
56195,2636276246 |
|
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|
Współczynnik giętno-skrętny |
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|
a= |
0,007473 |
1/cm |
= |
0,7473 |
1/m |
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|
Momenty statyczne odciętej części przekroju |
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Sy |
Sz |
Som |
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|
1 |
288,006072972088 |
23,8208587238602 |
1089,30875294141 |
0 |
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|
y(c)= |
-0,68 |
cm |
|
|
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|
2 |
177,33743594895 |
46,5604720392825 |
-984,122444371568 |
0 |
|
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|
z(c)= |
8,03 |
cm |
|
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|
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|
3 |
45,3719502372406 |
-103,567963155321 |
-792,369300707474 |
0 |
|
|
|
|
|
|
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|
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|
w(c)= |
-57,64 |
cm2 |
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4 |
-510,715459158278 |
33,1866323921783 |
687,18299213763 |
0 |
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|
Sy(c)= |
-487,38 |
cm3 |
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Sy- |
Sz- |
Som- |
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Sz(c)= |
-69,94 |
cm3 |
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|
c |
178,371999454215 |
-2,63965863477864 |
-1221,70526593164 |
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|
Sw(c)= |
50,79 |
cm4 |
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|
Siły wewnętrzne |
|
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|
X |
0,36 |
|
|
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|
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|
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|
|
Py= |
9,522 |
kN |
|
|
|
|
|
|
|
|
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|
Pz= |
14,683 |
kN |
|
|
|
|
|
|
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|
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|
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|
|
|
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|
|
11 |
12 |
13 |
14 |
21 |
22 |
23 |
24 |
|
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|
|
Początek |
|
|
Środek |
|
|
Koniec |
|
|
|
|
|
My |
0 |
16,7163225770874 |
0 |
0 |
0 |
-7,59832844413064 |
0 |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
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|
|
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|
|
My(a)= |
16,716 |
kNm |
|
|
|
|
|
|
My |
0,000 |
kNm |
My |
18,996 |
kNm |
My |
0,000 |
kNm |
|
|
|
|
Tz |
0 |
8,07551815318232 |
0 |
0 |
0 |
14,6827602785133 |
0 |
0 |
|
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|
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|
|
|
|
|
|
Mz |
0 |
-10,8406814159101 |
0 |
0 |
0 |
4,92758246177731 |
0 |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
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|
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|
|
|
Tz(a)= |
8,076 |
kN |
|
|
|
|
|
|
Tz |
8,076 |
kN |
Tz |
-6,607 |
kN |
Tz |
0,000 |
kN |
|
|
|
|
Ty |
0 |
5,2370441622754 |
0 |
0 |
0 |
9,52189847686436 |
0 |
0 |
|
|
|
|
|
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|
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|
|
Mz(a)= |
-10,841 |
kNm |
|
|
|
|
|
|
Mz |
-6,023 |
kNm |
Mz |
-7,391 |
kNm |
Mz |
24,638 |
kNm |
|
|
|
|
|
11 |
12 |
21 |
22 |
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|
B |
-0,235971639237916 |
-0,714079272362469 |
-0,101371916556734 |
-0,021845971758059 |
|
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|
|
Ty(a)= |
5,237 |
kN |
|
|
|
|
|
|
Ty |
5,237 |
kN |
Ty |
-4,285 |
kN |
Ty |
9,522 |
kN |
|
|
|
|
Ms |
0,026052800319868 |
-0,33371854874182 |
-0,25506852471508 |
-1,38940352249325 |
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|
|
Mom |
-0,193084164438488 |
-0,10790445125818 |
-0,159340119983009 |
-0,629444477506749 |
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|
|
Siły pochodzące od skręcania |
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|
|
M= |
-0,5486 |
kNm |
|
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|
|
Początek |
|
|
Środek |
|
|
Koniec |
|
|
|
|
|
|
|
|
|
|
|
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|
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|
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|
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|
|
|
|
|
|
B= |
-0,715464 |
kNm2 |
|
|
|
|
|
|
B |
0,000000 |
kNm2 |
B |
-0,286011 |
kNm2 |
B |
0,000000 |
kNm2 |
|
|
|
|
|
|
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|
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|
|
|
|
|
|
Mw= |
-0,010821 |
kNm |
|
|
|
|
|
|
Mw |
-0,078654 |
kNm |
Mw |
0,219630 |
kNm |
Mw |
0,050559 |
kNm |
|
|
|
|
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|
|
|
|
|
|
Ms= |
-0,33341 |
kNm |
|
|
|
|
|
|
Ms |
-0,298515 |
kNm |
Ms |
0,027240 |
kNm |
Ms |
0,196311 |
kNm |
|
|
|
|
|
|
|
|
|
|
|
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|
|
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|
|
Naprężenia normalne |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
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|
|
|
|
|
|
s(1)= |
11,912 |
MPa |
+ |
-52,922 |
MPa |
= |
-41,010 |
MPa |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
s(2)= |
51,916 |
MPa |
+ |
19,230 |
MPa |
= |
71,146 |
MPa |
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
s(3)= |
11,083 |
MPa |
+ |
11,671 |
MPa |
= |
22,754 |
MPa |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
s(4)= |
-45,834 |
MPa |
+ |
1,134 |
MPa |
= |
-44,700 |
MPa |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
s(5)= |
28,758 |
MPa |
+ |
-7,247 |
MPa |
= |
21,512 |
MPa |
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
s(c)= |
89,000 |
MPa |
+ |
10,512 |
MPa |
= |
99,512 |
MPa |
|
|
|
|
|
|
|
|
|
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|
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Naprężenia styczne |
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ts= |
-7,467 |
MPa |
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tM+w= |
3,000 |
MPa |
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Patrząc w kierunku strzałki S - lewa krawędź odcinka
Lewa rzędna |
Środkowa rzędna |
Patrząc w kierunku strzałki S - prawa krawędź odcinka
Prawa rzędna |
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t |
Plus oznacza, że zwroty są przeciwne do kierunku S
-4,467 |
MPa |
|
Plus oznacza, że zwroty są przeciwne do kierunku S
3,000 |
MPa |
|
Plus oznacza, że zwroty są przeciwne do kierunku S
10,467 |
MPa |
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Zadanie 6 |
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dane, które należy podać |
dane, które można sprawdzić w prog. |
dane, które należy zawrzeć w projekcie |
dane pomocnicze (dla arkusza) |
dane do skontrolowania |
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Dane |
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Warunki podparcia belki |
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a |
0,48 |
- |
Podpora lewa |
Podpora środkowa |
Podpora lewa |
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b |
0,40 |
- |
1 podpora przegubowa
2 łyżwa
3 usztywnienie pełne
3 |
0 brak podpory
1 podpora przegubowa
1 |
1 podpora przegubowa
2 łyżwa
3 usztywnienie pełne
0 |
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g |
1,28 |
- |
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L |
5,52 |
m |
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EI |
1248 |
kNm^2 |
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w'(aL) |
-1,8528E-02 |
qL^3/EI |
Kontrola pośrednia |
Kontrola wyników optymalizacji w stosunku do danego wyniku kontrolnego
OK |
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Warunki brzegowe dla przyjętego schematu belki
Warunki brzegowe |
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Reakcje podporowe |
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w'(0)1=0 |
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Ma= |
-0,096400 |
qL^2 |
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w(0)1=0 |
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Va= |
0,722500 |
qL |
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w(aL)1=0 |
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Vb= |
-0,762500 |
qL |
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w(aL)2=0 |
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Mc= |
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qL^2 |
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Vc= |
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qL |
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w'(aL)1=w'(aL)2 |
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Stałe całkowania |
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A= |
0,000000 |
qL^3 |
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B= |
0,000000 |
qL^4 |
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SMb=0 |
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C= |
0,135821 |
qL^3 |
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SY=0 |
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D= |
-0,023814 |
qL^4 |
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Funkcja ugięcia dla I przedziału |
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Wzór funkcji ugięcia |
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1 |
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w(x)= |
------------------------------ |
( |
0,041667 |
qx^4 |
+ |
-0,120417 |
qLx^3 |
+ |
0,048200 |
qL^2x^2 |
+ |
0,000000 |
qL^3x |
+ |
0,000000 |
L^4) |
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1,00 |
EI |
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1 |
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w'(x)= |
------------------------------ |
|
( |
0,166667 |
qx^3 |
+ |
-0,361250 |
qLx^2 |
+ |
0,096400 |
qL^2x |
+ |
0,000000 |
L^3) |
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1,00 |
EI |
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1 |
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w''(x)= |
------------------------------ |
|
( |
0,500000 |
qx^2 |
+ |
-0,722500 |
qLx |
+ |
0,096400 |
L^2) |
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1,00 |
EI |
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Wartość siły N |
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N(x)= - |
2,28 |
P |
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Funkcja ugięcia dla II przedziału |
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Wzór funkcji ugięcia |
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1 |
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w(x)= |
------------------------------ |
( |
-0,041667 |
qx^4 |
+ |
0,166667 |
qLx^3 |
+ |
-0,250000 |
qL^2x^2 |
+ |
0,135821 |
qL^3x |
+ |
-0,023814 |
L^4) |
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0,40 |
EI |
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1 |
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w'(x)= |
------------------------------ |
|
( |
-0,166667 |
qx^3 |
+ |
0,500000 |
qLx^2 |
+ |
-0,500000 |
qL^2x |
+ |
0,135821 |
L^3) |
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0,40 |
EI |
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1 |
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w''(x)= |
------------------------------ |
|
( |
-0,500000 |
qx^2 |
+ |
1,000000 |
qLx |
+ |
-0,500000 |
L^2) |
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0,40 |
EI |
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Wartość siły N |
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N(x)= - |
1 |
P |
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Całka 1 |
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0,48 |
L |
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0,48 |
L |
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⌠ |
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q² ⌠ |
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I1= |
│ |
1,00 |
EI(w''1)²dx= |
-------------│( |
0,500000 |
x^2 |
+ |
-0,722500 |
Lx |
+ |
0,096400 |
L^2)^2 dx= |
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⌡ |
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1,00 |
EI ⌡ |
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0,00 |
L |
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0,00 |
L |
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0,48 |
L |
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q² ⌠ |
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= |
-------------│( |
0,250000 |
x^4 |
+ |
-0,722500 |
Lx^3 |
+ |
0,618406 |
L^2x^2 |
+ |
-0,139298 |
L^3x |
+ |
0,009293 |
L^4) |
dx= |
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1,00 |
EI ⌡ |
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0,00 |
L |
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q² |
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| |
0,48 |
L |
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|
---------------( |
0,050000 |
x^5 |
+ |
-0,180625 |
Lx^4 |
+ |
0,206135 |
L^2x^3 |
+ |
-0,069649 |
L^3x^2 |
+ |
0,009293 |
L^4x |
) | |
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= |
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1,00 |
EI |
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| |
0,00 |
L |
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q^2L^5 |
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= |
2,896113E-03 |
-------------- |
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EI |
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Całka 2 |
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1,00 |
L |
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1,00 |
L |
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⌠ |
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q² ⌠ |
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I2= |
│ |
0,40 |
EI(w''2)²dx= |
-------------│( |
-0,500000 |
x^2 |
+ |
1,000000 |
Lx |
+ |
-0,500000 |
L^2)^2 dx= |
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⌡ |
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0,40 |
EI ⌡ |
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0,48 |
L |
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0,48 |
L |
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1,00 |
L |
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q² ⌠ |
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= |
-------------│( |
0,250000 |
x^4 |
+ |
-1,000000 |
Lx^3 |
+ |
1,500000 |
L^2x^2 |
+ |
-1,000000 |
L^3x |
+ |
0,250000 |
L^4) |
dx= |
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0,40 |
EI ⌡ |
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0,48 |
L |
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q² |
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1,00 |
L |
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= |
---------------( |
0,050000 |
x^5 |
+ |
-0,250000 |
Lx^4 |
+ |
0,500000 |
L^2x^3 |
+ |
-0,500000 |
L^3x^2 |
+ |
0,250000 |
L^4x |
) | |
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= |
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0,40 |
EI |
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0,48 |
L |
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q^2L^5 |
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= |
4,752550E-03 |
-------------- |
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EI |
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Całka 3 |
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0,48 |
L |
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0,48 |
L |
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⌠ |
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2,28 |
q² ⌠ |
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I3= |
│ |
2,28 |
(w'1)²dx= |
-------------│( |
0,166667 |
x^3 |
+ |
-0,361250 |
Lx^2 |
+ |
0,096400 |
L^2x |
+ |
0,000000 |
L^3)^2 dx= |
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⌡ |
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1,00 |
EI² ⌡ |
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0,00 |
L |
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0,00 |
L |
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0,48 |
L |
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2,28 |
q² ⌠ |
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= |
-------------│( |
0,027778 |
x^6 |
+ |
-0,120417 |
Lx^5 |
+ |
0,162635 |
L^2x^4 |
+ |
-0,069649 |
L^3x^3 |
+ |
0,009293 |
L^4x^2 + |
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1,00 |
EI² ⌡ |
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0,00 |
L |
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+ |
0,000000 |
L^5x |
+ |
0,000000 |
L^6) dx |
= |
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2,28 |
q² |
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= |
--------------( |
0,003968 |
x^7 |
+ |
-0,020069 |
Lx^6 |
+ |
0,032527 |
L^2x^5 |
+ |
-0,017412 |
L^3x^4 |
+ |
0,003098 |
L^4x^3 + |
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1,00 |
EI² |
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| |
0,48 |
L |
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q^2L^7 |
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+ |
0,000000 |
L^5x^2 |
+ |
0,000000 |
L^6x)= |
| |
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= |
5,676415E-05 |
-------------- |
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| |
0,00 |
L |
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EI^2 |
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Całka 4 |
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1,00 |
L |
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1,00 |
L |
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⌠ |
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1,00 |
q² ⌠ |
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I4= |
│ |
1,00 |
(w'2)²dx= |
-------------│( |
-0,166667 |
x^3 |
+ |
0,500000 |
Lx^2 |
+ |
-0,500000 |
L^2x |
+ |
0,135821 |
L^3)^2 dx= |
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⌡ |
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0,16 |
EI² ⌡ |
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0,48 |
L |
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0,48 |
L |
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1,00 |
L |
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1,00 |
q² ⌠ |
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= |
-------------│( |
0,027778 |
x^6 |
+ |
-0,166667 |
Lx^5 |
+ |
0,416667 |
L^2x^4 |
+ |
-0,545274 |
L^3x^3 |
+ |
0,385821 |
L^4x^2 + |
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0,16 |
EI² ⌡ |
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0,48 |
L |
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+ |
-0,135821 |
L^5x |
+ |
0,018447 |
L^6) dx |
= |
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1,00 |
q² |
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= |
--------------( |
0,003968 |
x^7 |
+ |
-0,027778 |
Lx^6 |
+ |
0,083333 |
L^2x^5 |
+ |
-0,136318 |
L^3x^4 |
+ |
0,128607 |
L^4x^3 + |
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0,16 |
EI² |
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| |
1,00 |
L |
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q^2L^7 |
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+ |
-0,067910 |
L^5x^2 |
+ |
0,018447 |
L^6x)= |
| |
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= |
2,172596E-03 |
-------------- |
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| |
0,48 |
L |
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EI^2 |
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Wyniki |
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Pkr= |
3,43088 |
EI/L^2 = |
140,52 |
kN |
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m= |
1,696083 |
- |
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