ESPECTRO SC318

8/19/2019 ESPECTRO SC318

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ESPECTRO DE ACELERACIONES DE

Factores de zona

ZONA Z Tipo

1 0.15

2 0.30

3 0.40

CONSIDERANDO UNA ZONA SISMICA DE Z3, SUELO S1 Y UNA EDIFICAC

Pe!i" #e S$e"o % &2

Zo'( Si&)i*( % +2

C(e-oi( % C

Z 0.3 0.144

0.

F(*o #e &$e"o /S/% 1.2

F(*o #e U&o /U/% 1

T "s# CS

0 3

0.1 3.00

0.2 3.00

0.3 3.00

S1

S2

S3

S4

T P S


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0.4 3.00

0.5 3.00

0. 3.00

0. 3.00

0. 2.25

0. 2.00

1 1.0

1.1 1.4

1.2 1.50

1.3 1.3

1.4 1.2

1.5 1.20

1. 1.13

1. 1.0

1. 1.00

1. 0.5

2 0.0

2.1 0.

2.2 0.2

2.3 0.

2.4 0.5

2.5 0.2

2. 0.

2. 0.

2. 0.42. 0.2

3 0.0

3.1 0.5

3.2 0.5

3.3 0.55

3.4 0.53

3.5 0.51

3. 0.50

3. 0.43. 0.4

3. 0.4

4 0.45

4.1 0.44

4.2 0.43

4.3 0.42

4.4 0.41


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4.5 0.40

4. 0.3

4. 0.3

4. 0.3

4. 0.3

5 0.3

FARTOR66 Z$-7R88 0.54

FARTORYY Z$-7R99 0.54

R6 4.5

RY 4.5


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LA NORMA PERUANA E030-2003

Factor de sueo !S!

De&*ip*io' S

Ro*( o &$e"o& )$9 :-i#o& 0.4 1.0 A

S$e"o& i'e)e#io& 0. 1.2 ;

S$e"o& !"e8i


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Cate$or%a de as Ed%&%cac%ones

C(e-oi( U

E#i!i*(*io'e& E&*e'*i("e& 1.5

E#i!i*(*io'e& I)po('e& 1.30

E#i!i*(*io'e& Co)$'e& 1.00

E#i!i*(*io'e& Me'oe& =


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E-030-2003


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10/26

ESPECTRO DE ACELERACIONES DE

Factores de zona

ZONA Z Tipo

1 0.12 0.25

3 0.35

4 0.45

CONSIDERANDO UNA ZONA SISMICA DE Z3, SUELO S1 Y UNA EDIFICAC

Pe!i" #e S$e"o % S1

Zo'( Si&)i*( % Z3

C(e-oi( % C

Z 0.4

0.4

F(*o #e &$e"o /S/% 1

F(*o #e U&o /U/% 1

T "s# CS

0.1 2.50

0.2 2.50

S1S

2

S3

S4

T P S


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0.3 2.50

0.4 2.50

0.5 2.00

0. 1.

0. 1.43

0. 1.250. 1.11

1 1.00

1.1 0.1

1.2 0.3

1.3 0.

1.4 0.1

1.5 0.

1. 0.3

1. 0.51. 0.5

1. 0.53

2 0.50

2.1 0.4

2.2 0.45

2.3 0.43

2.4 0.42

2.5 0.40

2. 0.32. 0.3

2. 0.3

2. 0.34

3 0.33

3.1 0.32

3.2 0.31

3.3 0.30

3.4 0.2

3.5 0.23. 0.2

3. 0.2

3. 0.2

3. 0.2

4 0.25

4.1 0.24

4.2 0.24

4.3 0.23

4.4 0.234.5 0.22

4. 0.22


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4. 0.21

4. 0.21

4. 0.20

5 0.20

FARTOR66 Z$-7R88 0.2FARTORYY Z$-7R99 0.2

R6 4.5

RY 4.5


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LA NORMA PERUANA E030-2003

Factor de sueo !S!

De&*ip*io' S

Ro*( o &$e"o& )$9 :-i#o& 0.4 1.0 AS$e"o& i'e)e#io& 0. 1.2 ;

S$e"o& !"e8i


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E-030-2003

E-030-2003


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Cate$or%a de as Ed%&%cac%ones

C(e-oi( U

E#i!i*(*io'e& E&*e'*i("e& 1.5E#i!i*(*io'e& I)po('e& 1.30

E#i!i*(*io'e& Co)$'e& 1.00

E#i!i*(*io'e& Me'oe& =


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Story Diaphragm UX

m

AZOTEA D11 DXX Max 0.169872

TECHO 10 D11 DXX Max 0.153581

TECHO 9 D9 DXX Max 0.13717 TECHO 8 D8 DXX Max 0.112017








SEMISOTANO SEMISOTANO DXX Max 0

SOTANO SOTANO DXX Max 0

DRIF CM

TECHO 10 0.006

TECHO 9 0.009

TECHO 8 0.006

TECHO 7 0.006

TECHO 6 0.006

TECHO 5 0.006

TECHO 4 0.005

TECHO 3 0.005

TECHO 2 0.004

TECHO 1 0.003

LoadCase/Com

o


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U! "#$oi%t

X ! #

m rad m m m

0.040965 0.009651 120 8.807 10.9206 37.2

0.031494 0.008762 121 10.7553 10.8523 34.45

0.028341 0.007933 122 10.3544 10.7991 31.70.036951 0.007033 123 7.0627 12.1245 28.95

0.032824 0.006147 124 6.9626 12.2914 26.2

0.027888 0.005211 128 6.9626 12.2914 23.45

0.022769 0.004242 129 6.9581 12.2959 20.7

0.017513 0.003255 135 6.9581 12.2959 17.95

0.012294 0.002281 136 6.9581 12.2959 15.2

0.007354 0.001366 137 6.9581 12.2959 12.45

0.003015 0.000564 143 6.9269 12.1874 9.7

0 0 150 7.6342 10.8965 6.95

0 0 157 7.6414 10.7337 2.8

IF PNTO EXTERNOFACTOR

0.009034 1.51383219

0.009464 1.03470759

0.009441 1.54503392

0.009744 1.6699489

0.009871 1.68992405

0.009807 1.71702107

0.009454 1.74556869

0.008705 1.7785104

0.007461 1.82916555

0.005215 1.83251342


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D"&' C(

0.006

0.0090.006

0.006

0.006

0.006

0.005

0.005

0.004

0.003


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ANALISIS SISMICO ESTATICO ' D

Z! 0.3

! 1

S! 1.2 "2

Cx! Tx! #xx!ZCxS$RxC%! T%! #%%!ZC%S$R%

Rx! 4.5

R%! 4.5

E&'()'*+,'/a+''a

S2


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INAMICO

PESOC*aE"a')a

C*aD'a+')a

ESPECTRO SC318

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