Programacion Geo

7/24/2019 Programacion Geo

1/29

COLUMNAS 0.4 0.45 mVIGAS 0.45 0.45 m

NIVELES 6ALTURA ENTRE EJES 3.15 m

Eplaca 0.15 m

24 KN/m3Ca!a V"#a/$"%& 5 KN/m2

'A$ATA TI$OV"!a V()"cal 2.5 V"!a *&"+&,)al 2.5

$ESO COLUMNAS -1.65$ESO VIGAS 145.-0$ESO $LACA 135.00

CARGA MUERTA KN 362.45CARGA VIVA L KN 1-.50

L KN 54.5

'A$ATA TI$OV"!a V()"cal V"!a *&"+&,)al

$ESO COLUMNAS$ESO VIGAS$ESO $LACA

CARGA MUERTA KNCARGA VIVA L KN

L KN

'A$ATA TI$OV"!a V()"cal V"!a *&"+&,)al



L KN

c


2/29

I 'A$ATA TI$O V"!a V()"cal 2.5 V"!a *&"+&,)al

22.53 $ESO COLUMNAS -1.6540.23 $ESO VIGAS 21-.03.25 $ESO $LACA 20.00

100.00 CARGA MUERTA KN 50.35CARGA VIVA L KN 35.00

L KN 45.35

IV 'A$ATA TI$O V"!a V()"cal V"!a *&"+&,)al $ESO COLUMNAS

$ESO VIGAS$ESO $LACA


L KN

'A$ATA TI$O V"!a V()"cal V"!a *&"+&,)al $ESO COLUMNAS

$ESO VIGAS$ESO $LACA


L KN


3/29

II 'A$ATA5 V"!a V()"cal 5

14.32 $ESO COLUMNAS3-.35 $ESO VIGAS4.34 $ESO $LACA

100.00 CARGA MUERTA KNCARGA VIVA L KN

L KN

V 'A$ATA V"!a V()"cal



L KN

'A$ATA V"!a V()"cal



L KN


4/29

I$O IIIV"!a *&"+&,)al 5 V"!a V()"cal

-1.65 -.4 $ESO COLUM21.60 31.3 $ESO VIG540.00 5.13 $ESO $LAC13.25 100.00 CARGA MUERTA 50.00 CARGA VIVA L

1663.25 L

I$O VIV"!a *&"+&,)al V"!a V()"cal

$ESO COLUM $ESO VIG $ESO $LAC CARGA MUERTA CARGA VIVA L L

I$OV"!a *&"+&,)al


5/29

'A$ATA TI$OV"!a *&"+&,)al

NASSA

KNKN

KN

'A$ATA TI$OV"!a *&"+&,)al

NASSA

KNKNKN


6/29

7 1.-

N60 25.535 N 3* 3.15 N8 0.5

,9 1.05

,S 1,R 0.5

Ta:la A11 ; 20 KN/M3

Ta:la A12 200 S( )&ma (l maA?m" 2-3

92 1663>A?m"

9 2.42411325-2 9a%=m"?a 2.5

Meyerhof

$a)( C&8(%"#a Ca!a>= -62.6 36

>A?m -62.6 36@S

>A?m" 323.65333333

92 1663>A?m"


7/29

9 2.26662-2-

Asentamiento elasticos

ES B ES" ''

I%DI7 E%

I% @12F% D@2

1F%

& 3.-6--

ES

Calc=l& ?( E% ST$ ,

$&7=,?"?a? S$T ,

0 0.45 120.45 0. 4 40. 1.35 121.35 1.- 16 261.- 2.25 1 222.25 2. 26 1-2. 3.15 10 10

& 0.02163-3 m

( 0.0211101 m

21.110136 mm

Ec=ac"&, ?( Ga+()a%

A%(,)am"(,)&@l(H":l( &

>& 9 1 F%2

A%(,)am"(,)&R"!"?&


8/29

$(E=DL

Fcm% 0.616

F(ll 0.03

F% 0.45403-6

$( 21-1.-352

$ 1 V#2 F%DFcm%DF(ll


9/29

0 C 0

Nc 5.> 36N> 19N@% 3

?c 1.2-- Nc 5.?> 1 N> 1? 1 N 0

Sc 1.1543-6 0S> 1S 0.6 20"c 1 ?7 1.-"> 1

@S 3


10/29

m 1 9a%=m"?a 2.5, 2.52 * 3.15

1663

@1 0.331@2 0.055

I% 0.465 I@ 0.04

>& 266.0- 4

1F% 0.3

N60 E% "

21 13.- 13-1.25- 5.25 5250 B ES" 126-.521 13.- 13-1.2542 2.56 2562.5 E% 1-2-1.253 25.5 2553.544 2-.-- 2--520 13.13 13125

A%(,)am"(,)& T&)al0.042-44 m42.-442 mm

CL

E%>=",a


11/29


12/29


13/29

Kpa


14/29


15/29

GRAOS RA @ACTOR 0 0 0.014532 20

1663

C 1007 1.-

N> Nc1 5. 0

GRAOS RA @ACTOR 40 0.6-131 0.014532 @c% 110 7/9 0.625 @>% 550 0 @%C 0 (rad) 0 @c?7 5 @>?9 - @?

L -

N> Nc64.152064 5.3131142 10.41054

550 $aa (%>=",a% 1

9 - 19 4 m 1L - , 0.335

7/9 0.625* Ul)"ma $&7 3.15

% 0.3INTER$OLANO@1 0.333@2 0.0546

N

N


16/29

I@ 0.04>& -.535I% 0.3642

a =%a 2S(

Asentamiento elasticos

ESB ES" ' m

' ,

I%DI7 E%

I% @12F% D@2 I%

1F%

>&

& 503.542-

ES

Calc=l& ?( E% ST$ ,

$&7=,?"?a? S$T , 0 0.45 12 21

0.45 0. 4 4 -0. 1.35 12 21

1.35 1.- 16 26 421.- 2.25 1 22 3

2.25 2. 26 1- 442. 3.15 10 10 20

& 0.0254423 m

A%(,)am"(,)& @l(H":l(

&

& 9 1 F%2

A%(,)am"(,)

A%(,)am"(,)


17/29

.

26.104 mm

& R"!"?& & T&)al


18/29

TER'AG*I 143 P0

>= 41 36

> a?m 2-3

>, 1663 9 m", 2.42411325-2

92 9 a%=m"?& 2.5

@ACTORES MEQER*[email protected] @c"

1.-3063 @>"0.6 @"

1.251.133-312

1

MEQER*O@ 163 P0

>= 0 3624.3063

> a?m 3624.3063 >,

$aa C(,)& 2

4m 1, 0.-5


19/29

1 9a%=m"?a 3.21.6-5 * 3.15

264

@1 0.331@2 0.055

0.465 I@ 0.04

263.0-53- 4

1F% 0.3

N60 E% " 13.- 13-1.255.25 5250 B ES" 126-.513.- 13-1.252.56 2562.5 E% 1-2-1.25 Kpa25.5 2553.52-.-- 2--513.13 13125

N 3

N8 0.5,9 1.05,S 1,R 0.5

0.05426214 m

CLE%>=",a


20/29

54.262136- mm


21/29

GRAOS RA 30 0.52 15.2

264

C 07 1.5

N> [email protected]. 3 1-.40 30.14 20.0

GRAOS RA1 40 0.6-1311 110 7/91 550

C 0 (rad)7 59 -

L -

N> [email protected]. 3 64.152064 5.3131142 10.41054

-.535 OK

N

N


22/29


23/29


24/29

@ACTOR0.02

TER'AG*I 143 P ?"

>= 422.03 122.-

> a?m 422.03 122.-3

$& S&l#( Ap&H. 9 3.2

@ACTOR @ACTORES MEQER0.014532 @c% 1.-5

0.625 @>% 1.-30630 @% 0.60 @c? 1.25

@>? 1.133-312@? 1

MEQER*O@ 163

>= 10250-.61

> a?m 3416.5636 >,


25/29


26/29


27/29

7((,)( 0

9 @.S. 3

9 >, 26492

*O@@c" 1@>" 1@" 1

P0

@.S. 3

-.535 OK


28/29


29/29

Programacion Geo

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