Diseño Sisimico Nec15 h3

8/17/2019 Diseño Sisimico Nec15 h3

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CORTE BASAL

I= 1

R= 8

Φp= 0.81Φe= 1

Espectro sismico(Sa)

η= 2.48

z= 0.4

Tipo de suelo E Ct= 0.055

Fa= 1 != 21

Fd= 1.6 "= 0.9

Fs= 1.9

Tc= 1.672 T= 0.851844

TABLA K= 1.175922

Sa= #$%% CALCULODE OP= OPA*OPB

OPA= 0.9

A&= 0.153086 OPB= 0.9

OP 0.81

CALC'LO LOSAS BA&AS

R= 5

A&= 0.244938

CALC'LO &E ESO ROIO &E LOS ISOS

CALC'LO &E ESO *'ERTO ARA LAS + LATAS

RI*ER ISO SE,'&O ISO

H LOSA 0.12 H LOSA 0.12

V=(I.S!"(R.#$.#E!.%

S=&.'. 0)T)T

S=&.'.. (T"T! T+T

T=0.55.,.-" T=C.〖 /〗


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ER 0.13 ER 0.13

BLO 0.06 BLO 0.06

APOSTE 0.20 APOSTE 0.05

REVESTI 0.12 REVESTI 0.12

ISTA 0.01 ISTA 0.01

0.6436 T "2 0.4936 T "2

ara el desarrollo de -

ISO A & L .=/0&1#2+30L

2 "2 "2 "2

1 3 560.000 0.644 1.986 1.14000

2 6 560.000 0.644 1.986 1.14000

3 9 560.000 0.644 1.986 1.14000

4 12 560.000 0.644 1.986 1.14000

5 15 560.000 0.644 1.986 1.14000

6 18 560.000 0.644 1.986 1.14000

7 21 560.000 0.644 1.986 1.14000


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CALCULODE OE= OEA*OEB

TIPO 1.2.3 OEA= 1

TIPO4 OEB= 1

OE= 1


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erzas sismicas4=.0A 405I67 8=Ad09 :=90i6;


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TIPO1

TIPO2.3


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CORTE BASAL

I= 1

R= 8

Φp= 0.81Φe= 1


η= 2.48

z= 0.4

Tipo de suelo E Ct= 0.055

Fa= 1 != 15

Fd= 1.6 "= 0.9

Fs= 1.9

Tc= 1.672 T= 0.629281

TABLA K= 1.064641

Sa= #$%% CALCULODE OP= OPA*OPB

OPA= 0.9

A&= 0.153086 OPB= 0.9

OP 0.81

CALC'LO LOSAS BA&AS

R= 5

A&= 0.244938




ER 0.13 ER 0.13

BLO 0.06 BLO 0.06



V=(I.S!"(R.#$.#E!.%

S=&.'. 0)T)T

S=&.'.. (T"T! T+T

T=0.55.,.-" T=C.〖 /〗


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ISTA 0.01 ISTA 0.01

0.6436 T "2 0.4936 T "2


ISO A & L .=/0&1#2+30L

2 "2 "2 "2

1 3 560.000 0.644 1.986 1.14000

2 6 560.000 0.644 1.986 1.140003 9 560.000 0.644 1.986 1.14000

4 12 560.000 0.644 1.986 1.14000

5 15 560.000 0.644 1.986 1.14000

RECACILAR LA FSIS*ICA CO LOS > ISOS


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CALCULODE OE= OEA*OEB

TIPO 1.2.3 OEA= 1

TIPO4 OEB= 1

OE= 1


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erzas sismicas

4=.0A 405I67 8=Ad09 :=90i6;


11/30

TIPO1

TIPO2.3


12/30


13/30

COEFICIETE &E I*ORTACIA

CATE,ORIA TIO &E 'SO2 &ESTIO E I*ORT

EDIICACIOES ESECIALES

H,$,: , ;, - ,>;, -

;: , - @/-,

,;


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15/30

&ETER*IACIO

ACIA COEFICIETE I 8ALORES &E T(S

;

1.5

F=0.5

?, @ 0.5FF2.5

, +2.5

-

;. TCoe:cie!te de re?ularid

E ? GP , ,


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Coe:cie!te de re?ularidE E , ,

S


17/30

&E 7

7

1

0.75N0.5T

2

d e! pla!ta @

$;; - ,, - , ;;,, - ;


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d e! eleaci! @E $;; - ,, - , ;;,, - ;


19/30

, ,;


20/30

J - ,;


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22/30


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CORTE BASAL

I= 1

R= 5

Φp= 1Φe= 1


η= 2.48

z= 0.4

Tipo de suelo C Ct= 0.055

Fa= 1.2 != 6

Fd= 1.11 "= 0.9

Fs= 1.11

Tc= 0.5647 T= 0.275866

Sa= /$/%

A&= 0.2381





ER 0.13 ER 0.13

BLO 0.06 BLO 0.06



ISTA 0.01 ISTA 0.01

0.6436 T "2 0.4936 T "2


A & L .=/0&1#2+30L

V=(I.S!"(R.#$.#E!.%

S=&.'. 0)T)T

S=&.'.. (T"T! T+T

T=0.55.,.-" T=C.〖 /〗


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2 "2 "2 "2

1 3 100.000 0.644 0.626 0.80000

2 6 100.000 0.494 0.426 0.60000


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erzas sismicas

4=.0A 405I 8=Ad09 :=90i6;


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T.

80.000 240.000 19.046 13.332 40.00

60.000 360.000 14.285 19.999 119.99

600.000 33.331 33.331 159.99


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CORTE BASAL

I= 1

R= 5

Φp= 1Φe= 1


η= 2.48

z= 0.4

Tipo de suelo C Ct= 0.055

Fa= 1.2 != 9

Fd= 1.11 "= 0.9

Fs= 1.11

Tc= 0.5647 T= 0.397357

Sa= /$/%

A&= 0.2381


CALC'LO &E ESO *'ERTO ARA LAS LATAS



ER 0.13 ER 0.13

BLO 0.06 BLO 0.06



ISTA 0.01 ISTA 0.01

0.6436 T "2 0.4936 T "2


A & L .=/0&1#2+30L

V=(I.S!"(R.#$.#E!.%

S=&.'. 0)T)T

S=&.'.. (T"T! T+T

T=0.55.,.-" T=C.〖 /〗


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2 "2 "2 "2

1 3 100.000 0.644 0.626 0.80000

2 6 100.000 0.644 0.626 0.80000

3 9 100.000 0.494 0.426 0.60000


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uerzas sismicas

4=.0A 405I 8=Ad09 :=90i6;


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T.

80.000 240.000 19.046 9.977 29.93

80.000 480.000 19.046 19.953 119.72

60.000 540.000 14.285 22.448 202.03

1260.000 52.378 52.378 351.68

Diseño Sisimico Nec15 h3

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Transcript of Diseño Sisimico Nec15 h3