Momenty ęcz&Ur** |
Morocniy podporowe | |||||||
Schemat obaąrnia | ||||||||
M, |
M, |
M, |
m4 |
M, |
Mc |
Mo | ||
0.23K |
0.111 |
0.111 |
0.238 |
02*6 |
-0.191 |
-0.286 | ||
*-4 “S "C |
*5 *£ |
0286 |
-0,111 |
0,222 |
0^48 |
-0tl43 |
-0,092 |
-0,143 |
n rn r . /t r. S- /-S- (A ł -*. / -A |
- |
- |
- |
- |
01321 |
-(MM |
-0.155 | |
t_^£AJL |
- |
-0.09J |
- 0,286 |
— 0,095 | ||||
Pr, --« |
S-* |
*• |
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— |
-ąi78 |
0.0*8 |
-0.012 | |
Pł ^ 2-2T B- |
B-& |
- |
- |
- |
-aui |
-W |
<M>36 |
326