6. Cg, Cr, Fb, m,q

⇾ Centre de greutate  fortele seismice seismice aferente aferente fiecarui fiecarui perete perete

Em

3

H etaj

PERETE 1 bw h yG zG Iy Iz Kzi Kyi

   

 

  K y*z G   Kz*yg   Σ(Kzi) Σ(Kzi) Σ(Kyi)  

6.9 0.15 3 .45 28 28.5 0.0019 4.1064 20 20531.81 9 .70 27 2 76.54 70834.75 90279.31 106297.06

PERETE 2

PERETE 3 6.9 6.9 0.15 0.15 31.05 3.45 28.5 0 0.0019 0.0019 4.1064 4.1064 20531.81 20531.81 9.70 9.70 276.54 0.00 637512.78 70834.75 Σ(K y*z G)   1514733.14 Σ(K z * y g)   1557318.14 Σ(K z.long) Fb1 [kN]

Parter 

 

  90247.25 884.73

centrul de rigiditate rigidita te al structurii  fortele taietoare taietoare si si momente incovoietoare incovoietoare

30000

C 20/25

PERETE 4

PERETE 5

6.9 0.15 31.05 0 0.0019 4.1064 20531.81 9.70 0.00 637512.78

0.15 5.7 13.8 19.95 2.3149 0.0016 8.02 11574.56 230912.52 110.62 X0 Y0

PERETE 6

PERETE 7 0 .1 5 10.3 5.7 0. 1 5 20.7 14.313 19.95 14.25 2.3149 5.9960 0.0016 0.8120 8 .0 2 4060 40 60.0 .00 0 11 1 1574.56   29980.0 29980.00 0 230912.52 42 427215.00 165.92 58110.78 14.25 17.25 ok

PERETE 8

PERETE 9 10.3   0. 0 .15 0.15   5. 5.7 20.187 13.8 14.25 8.55 5.9960 2.3149 0.8120 0.0016 4060 40 60.0 .00 0 8.02 29980. 299 80.00 00 1157 11574. 4.56 56 427215.00 98962.51 81959.22 110.62

PER ET ETE 10 10

0 .15 5.7 20.7 8 .5 5 2.3149 0 .0 0 1 6 8 .02 1157 11574.5 4.56 6 98962.51 1 6 5 .9 2

Σ(K y.transv)   106258.25 Fb total [kN]   2528.91

mparter [kN]   12476.715

Σm [kN]

 

ms

35663.595

F b.long.i

201.28

201.28

201.28

201.28

0.08

0.08

39.80

39.80

0.08

0 .0 8

F b.transv.i

0.08 67.09

0.08 67.09

0.08 67.09

0.08 67.09

96.37 32.12

96.37 32.12

249.62 83.21

249.62 83.21

96.37 32.12

96.37 32.12

q M 0-1 [kNm]

312.79

312.79

312.79

312.79

149.76

149.76

387.91

387.91

149.76

149.76

M 1-0 [kNm]

-178.74

-178.74

-178.74

-178.74

-85.58

-85.58

-221.66

-221.66

-85.58

-85.58  

Q parter

44.68

44.68

44.68

44.68

21.39

21.39

55.42

55.42

21.39

21.39

Σ(K z.long) Fb2 [kN]

Etaj 1

  90247.25 884.73

 

25.9

1-0    -14.8

Σ(K y.transv)   106258.25 Fb total [kN]   2528.91

mE1 [kN]   12476.715

Σm [kN]

 

ms

35663.595

F b.long.i

201.28

201.28

201.28

201.28

0.08

0.08

39.80

39.80

0.08

0 .0 8

F b.transv.i

0.08 67.09

0.08 67.09

0.08 67.09

0.08 67.09

96.37 32.12

96.37 32.12

249.62 83.21

249.62 83.21

96.37 32.12

96.37 32.12

q

0-1

M 1-2 [kNm]

178.74

178.74

178.74

178.74

85.58

85.58

221.66

221.66

85.58

85.58  

M 2-1 [kNm]

-67.15

-67.15

-67.15

-67.15

-32.15

-32.15

-83.27

-83.27

-32.15

-32.15

Q parter

37.20

37.20

37.20

37.20

17.81

17.81

46.13

46.13

17.81

17.81

1-2

 

14.8

2-1   -5.56

Σ(K z.long) Fb3[kN]

Etaj 2

  90247.25 759.46

Σ(K y.transv)   106258.25 Fb total [kN]   2528.91

mE2 [kN]   10710.165

Σm [kN]

 

ms

35663.595

F b.long.i

172.78

172.78

172.78

172.78

0.07

0.07

34.17

34.17

0.07

0.07

2-3

F b.transv.i

0.07 57.59

0.07 57.59

0.07 57.59

0.07 57.59

82.73 27.58

82.73 27.58

214.28 71.43

214.28 71.43

82.73 27.58

82.73 27.58

3-2

q M 2-3 [kNm]

57.64

57.64

57.64

57.64

27.60

27.60

71.48

71.48

27.60

27.60  

M 3-2 [kNm]

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Q parter

19.21

19.21

19.21

19.21

9.20

9.20

23.83

23.83

9.20

9.20  

Determinarea zonei A si zonei B Longitudinal l w [m] 6.9 (deschidere/travee) H total [m] 9 (inaltimea totala a ctiei) lp 3.21 (=0.4*l w+0.05*H) > H parter ! H etaj 1 [m] 3

20%*HE1 [m] ⇾

 zona A = H parter

0.6

lp < 20%*Hetaj 1

Transversal   l w [m] 5.7 H total [m] 9 lp 2.73  zona A = H parter

⇾

(deschidere/travee) (inaltimea totala a ctiei) lp < H parter

 

 

5.56 0

Perete 1

Perete 2

Perete 3

Perete 4

Perete 5

Perete 6

Perete 7

Perete 8

Perete 9

Perete 10

M

M

M

M

M

M

M

M

M

M

312.79 -178.74 178.74 -67.15 57.64 0.00

312.79 -178.74 178.74 -67.15 57.64 0.00

312.79 -178.74 178.74 -67.15 57.64 0.00

312.79 -178.74 178.74 -67.15 57.64 0.00

149.76 -85.58 85.58 -32.15 27.60 0.00

149.76 -85.58 85.58 -32.15 27.60 0.00

387.91 -221.66 221.66 -83.27 71.48 0.00

387.91 -221.66 221.66 -83.27 71.48 0.00

149.76 -85.58 85.58 -32.15 27.60 0.00

149.76 -85.58 85.58 -32.15 27.60 0.00

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

44.68 37.20 19.21

F bi.long

44.68 37.20 19.21

F bi.long

44.68 37.20 19.21

F bi.long

44.68 37.20 19.21

F bi.long

21.39 17.81 9.20

F bi.transv 

21.39 17.81 9.20

F bi.transv 

55.42 46.13 23.83

F bi.transv 

55.42 46.13 23.83

F bi.transv 

21.39 17.81 9.20

F bi.transv 

21.39 17.81 9.20

F bi.transv 

201.28

201.28

201.28

201.28

96.37

96.37

249.62

249.62

96.37

96.37

201.28

201.28

201.28

201.28

96.37

96.37

249.62

249.62

96.37

96.37

172.78

172.78

172.78

172.78

82.73

82.73

214.28

214.28

82.73

82.73