controlul performanţelor unei structuri metalice multietajate supuse ...
controlul performanţelor unei structuri metalice multietajate supuse ...
controlul performanţelor unei structuri metalice multietajate supuse ...
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CONTROLUL PERFORMANŢELOR UNEI STRUCTURI<br />
METALICE MULTIETAJATE SUPUSE LA ACŢIUNI SEISMICE<br />
4<br />
4<br />
4<br />
3<br />
3<br />
3<br />
2<br />
2<br />
2<br />
2<br />
2<br />
1<br />
1<br />
1<br />
1<br />
13 12 12 12 13<br />
8 3<br />
3 8<br />
13 12 12 12 13<br />
8 3<br />
3 8<br />
13 12 12 12 13<br />
8 3<br />
3 8<br />
13 12 12 12 13<br />
7 3<br />
3 7<br />
13 12 12 12 13<br />
7 3<br />
3 7<br />
13 4 4 4 13<br />
7 9<br />
9 7<br />
13 4 4 4 13<br />
7 9<br />
9 7<br />
13 4 4 4 13<br />
6 9<br />
9 6<br />
13 4 4 4 13<br />
6 9<br />
9 6<br />
13 11 11 11 13<br />
6 9<br />
9 6<br />
13 11 11 11 13<br />
6 9<br />
9 6<br />
13 11 11 11 13<br />
5 9<br />
9 5<br />
13 11 11 11 13<br />
5 9<br />
9 5<br />
13 10 10 10 13<br />
5 2<br />
2 5<br />
13 10 10 10 13<br />
11000<br />
Secţiunea 1-1<br />
5<br />
2<br />
2200<br />
11000<br />
33000<br />
2<br />
5<br />
11000<br />
4<br />
4<br />
4<br />
3<br />
3<br />
3<br />
2<br />
2<br />
2<br />
2<br />
2<br />
1<br />
1<br />
1<br />
1<br />
+ 52,0 m<br />
14 * 3400 = 47600<br />
4400<br />
+ 0.00<br />
A 3-a CONFERINTA NATIONALA<br />
DE INGINERIE SEISMICA<br />
1<br />
2<br />
3<br />
4<br />
1<br />
G3<br />
G2<br />
G2<br />
G5<br />
G1<br />
G4<br />
G1<br />
q= 5,5<br />
2200<br />
11000 11000 11000<br />
33000<br />
Plan<br />
A B C D<br />
G3<br />
1<br />
11000<br />
11000<br />
11000<br />
33000
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