analisis Çestructural ii

7/24/2019 Analisis Estructural II

1/94

1.575

vacio

vacio 2.025

6.8 2.8 0.8 5.1

CARGAS

tipo de edifcacion: C vivienda DATOS

ubicacin: piura ! De pi"

#: 0.$0 %1 :

&: 1.00 %t :

S: 1.20 &bicaci

Tp: 0.60 &"o:

': 7.00 (.contrapi

C: 2.50 (.tarra)e

S*C1+,: 200.00 -*/2

S*Caotea: 100.00 -*/2

("pe"or de o"a aierada 0.20 /t"

pe"o de tabiueria repartida 1$8.50 -*/2

pe"o de enucido: 60.00 -*/2

pe"o e"pecifco de contra pi"o 70.00 -*/2

pe"o e"pecifco de adrio:1,50 -*/,

pandereta:

pe"o e"pecifco de concreto 2$00 -*/,ar/ado :

pe"o de tabiueria peri/etra 1,50.00 -*/2

pe"o e"pecifco de cobertura 100.00 -*/2

3OSA A34('ADA+1 D4'(CC4

$.25 L/25= 0.170 0.2

250 -*/

D4(S4O D( 3A 94A

e/uro

%LA

= %LA

=

LA

=


2/94

94A '4C4A3(S 94AS S(C&DA'4AS

%v; 0.58333 %v; 0.304

bv; 0.29167 bv; 0.152

"e con"iderara a bv; 0.25/t" "e con"iderara a bv; 0.25/t".

D4(S4O D( 3AS CO3&

%c; 0.50

bc; 0.,

Ac; 0.15 /2 0.,

A'(A T'4


3/94

Cara /uerta pi"o 1 pi"o 2 pi"o ,

pe"o de a o"a aierada 26$5.,1 26$5.,1 26$5.,1

pe"o de enucido 6,$.875 6,$.875 6,$.875

pe"o de tabiueria repart 1650.21 1650.21 0

pe"o de contrapi"o 777.875 777.875 0

pe"o de cou/na 1080 =,6 =,6 "er;

pe"o de via" 765 765 765 uti/o

v> 0 0 0

v? 765 765 765

pe"o de cobertura 0 0 1126.25

755,.27 7$0=.27 6107.$$

tota 2106=.=75

CO3&AS

p = 1 - 6 % bc ;

Col: 0.25*0.25 tc ;

Asmin : 20.25 cm

Asmax : 121.5 cm bc ;

tc ;

fc = 210 p = 3.5

Ac1 = Ps!/"0.45*fc# = 281.759 cm a"u/o:

Ac2 = P$/"0.85*"0.85*fc&p*4200/10 182.982 cm

Acp = 232.37072 cm

D

'( )m+

+ $ )


4/94

1.2

$.25

,.050

1.2 vacio

1.=5

3

3

2.6

P$!)

C)s) .

3.5 cm

3 cm

0.15 m

c!,!+


5/94

0.6 0.,

0., 0.25

S

0.50

1.2

$.25

2.125

,.12.125

1.2 vacio

,.5

,.5

/2

/2

/2

/2

/2

ada de e 250


6/94

cara vi pri/er eundo tercer

cara 2222.5 2222.5 1111

tota 5556.25

26626 ; 26.63 ,(

38944 ; 38.94 ,(

25 c/ 25 10 O

=.2=$8, c/

,0 c/ ,0 10 O

7.7$56= c/

c)s+s $,)!m+s $() c+$m() 0.30.50 p+!

c+$m() ,( $ ,(! c+m+ 10 cm m(+s $ p!), ) )


7/94

'(D4(

1.575

vacio

vacio

6.8 2.8

Att; 7,.,1 / Avac. 1$.12

Aco; 1.5 /

! co: 10

Avp ; Av> @ Av?; 1$.$75Av>; 11.$75 /

Av?; , /

9p; 0., 0.6 /

v"; 0.25 0., /

co; 0., 0.50 /

pe"o de o"a aierada de e;0.20 : 250

Cara /uerta pi"o 1 pi"o 2

pe"o de a o"a aierada 1080$.688 1080$.688

pe"o de enucido ,551.625 ,551.625

pe"o de tabiueria repartida 8567.521= 8567.521=

pe"o de contrapi"o $0,8.5625 $0,8.5625

pe"o de cou/na 10080 =,60

pe"o de via" 12582 12582

v> 8262 8262


8/94

v? $,20 $,20

pe"o de cobertura 0 0

e"o de tabiueria peri/etrica 1017,.6 =28$.625

tp> ; 6882.=75 6257.25

tp? ; ,2=0.625 ,027.,75

5=7=7.==7 5818=.022

tota 15=0,0.==,

9 ;

An ;

A/ ;

vc ;

7.0 ,.0

%c 0.60 %c

bc 0., bc

vacio

%c 0.50 %c

bc 0., bc

vacio

%c 0.60 m(+!)! %c

bc 0.,0 bc

3? 0.00,825 0.010258

or cue"tion d

()e 4> B4>

A 0.125 0.02562 0.0032028646

D


9/94

< 3.05 0.00625 0.0190625

C 4.25 0.0213083333 0.0905604167

0.05318125 0.1128257813

()e 4? B4?

1 0.125 0.003825 0.000478125

2 7.0 0 0

, 10.6 0.0103 0.1087383333

$ 17.775 0.0018 0.0313

0.0158416667 0.1404708333

49(3 tr en

3cero: 14.3525 0 0 4.39875

2do: 14.3525 5.029675 10.67009625 4.39875

1er : 14.3525 5.029675 10.67009625 4.39875

%i "inB%i - E" F"

8.2 396.1070475 0.3994954661 12.82370721 12.82370721

5.6 384.639619 0.3879299417 12.4524567 25.27616391

3 210.7715888 0.2125745922 6.823592662 32.09975657

16.8 ==2 ,2.1

Att; 7,.,125 /

Aco; 0.75 /

Apaca 0.71

! co: 6Avp ; Av> @ Av?; 1$.$$25

Av>; 12 /

Av?; 2.86 /

9p; 0., 0.60 /

v"; 0.25 0.,0 /

co; 0.25 0.50 /

pe"o de o"a aierada de e;0.20 : 250

cara viva pri/er "eundo tercer

cara 1$,70.5 1$,70.5 7185.25

tota ,5=26.25

Den"idad GpH ; "i"/o + tota

Att + tota

A3

COT


10/94

9 ; #&SC*'B"i"

An ; IB9

A/ ; An

vc ; 0.5,Brai


11/94

S4OA4(TO D( 3A 3ACA D( COC'(TO

2.0251.2 vacio

0.8 5.1 1.=5

1.,

2.6

2.8

(T'ADO D( CA'AS

pi"o , cara viva pri/er1080$.688 cara 115,8.75

,551.625 tota

0

0 "er; 187878

$680 uti/o; 27168,

12582

8262 den"idad : 0.75586,$,


12/94

$,20

5=1=.,75 C ; G0.8 + 1.0H Tn*/

,506.2875 A ? < ; G1.0+ 1.50HTn*/

21=0.0,75

1,16.25 "i"; 166.2$

$10$,.=75

75

#&SC*'B"i" = 28.$=875071 Tn

IB9*9c = 51=$.7=$ c/2

An+Ac = +=805.206 c/2

0.5,BraiGIJcH ; = 7.680 -*c/2

0.6 5.1 2.1

0.=0 %c 0.50

0.2 bc 0.,

0.50

0.,0

2.0251.2 vacio

0.20 %c 0.=5 )$m(,)!

0.8 bc 0.20

0.001758,

predi/en"iona/iento a"u/i/o" ue +++ C/ ; C


13/94

r ; 2.122C :

;

r ; 8.87 ;

cob via cou/na tp aca"

7.33125 12.4596 2.34 3.412125 2.2152

0 12.4596 4.68 9.072 4.4304

0 12.4596 5.04 9.94275 4.7712

TOTA3

Cara /uerta pi"o 1 pi"o 2

pe"o de a o"a aierada 1$,52.5 1$,52.5

pe"o de enucido $,=8.75 $,=8.75

pe"o de tabiueria repartida 10670.0=625 10670.0=6/ pe"o de contrapi"o 502=.675 502=.675

pe"o de cou/na 50$0 $680

pe"o de via" 12$5=.6 12$5=.6

v> 8,,7.6 8,,7.6

v? $122 $122

pe"o de cobertura 0 0

e"o de tabiueria peri/etrica ==$2.75 =072

tp> ; 6=05.25 6277.5

tp? ; ,0,7.5 27=$.5

Apaca $771.2 $$,0.$

6666$.57125 650=,.021

tota 178267.0175

=0.=

Tn*/

D


14/94

=,2.1

Tn

*9c = $17=.$22 c/

Ac = +,,20.6 c/

GIJcH ; = 7.680 -*c/


15/94

1.2

$.25

,.05

"eundo tercer115,8.75 576=.,75

288$6.875

188 ,(

272 ,(


16/94

%i "inB%i

2.8 118.9616925

2.8 171.0063863

3.1 194.3163216

8.7 $8$

Am= -9805.206 cm2

P)c)s= 2

= 20 cm

L= -245.130147 cm

%c 0.20

bc 0.=5 3> )$m(,)! !

1.2

$.25

0.021,08,

0.00625

,.05

0.02562

%c 0.60

bc 0.,

0.0156$

ion en panta


17/94

2.125 /t

8.8= /t

ara uert Cara 9iva "

46.509425 7.18525 48.3057375

65.09302125 14.3705 68.68564625

66.66457125 14.3705 70.25719625

178.26702 ,5.=2625 187.2$858

pi"o ,

1$,52.5

$,=8.75

00

2,$0

12$5=.6

8,,7.6

$122

7,,1.25

,$12.125

21=7.125

1215

2215.2

$650=.$25

den"idad :

C ; G0.8 + 1.0H Tn*/

A ? < ; G1.0+ 1.50HTn*/


18/94


19/94


20/94

- E" F"

0.245644279 7.000555081 7.000555081

0.35311149 10.06323633 17.06379141

0.401244231 11.4349593 28.49875071

28.5


21/94


22/94


23/94

':;


24/94

4.25

Deter/ina/o" riidece"

271$.,1 tn*/

,,27.10 tn*/

,,27.10 tn*/

Deter/ina/o

0.65 6B-0Be;,.6

21382.3283

3ACA !01

aH C

ive1

, 0.1811

2 0.1811

1 0.1779

ive3ACA 1

LKn1

, 30.4762

2 30.4762

1 27.5269

D01

;

D02

;

D0,

;

a21

;

b21

;

-21

;

D%aado

2

12 * *o

on

n

K ED

h=

2 4

vhLpa =


25/94

ive %i

, 2.8 ,0.$76 0.1811

2 2.8 ,0.$76 0.1811

1 ,.1 27.527 0.177=

Ar/a

Nivel 6*kvn an

3 =.8$ $0.85

2 =.8$ 71.86

1 =.8$ 68.=0

40.85 -29.94 0

-29.94 71.86 -29.94

0 -29.94 68.90

CO'TAT(S

49(3 In IGn+1H@InHB

, 4.93177369 31.4258477

2 5.54350888 31.186231

1 4.85190144 14.5557043

Deter/inacion

-Kn Dc

B( = "C(-3*"f(-1&f(#*(#

Bc( = B( -

B(

( = 3*(*f(


26/94

ive %i Don KnB%n*LK

, 2.80000 3327.102 0.98009

2 2.80000 3327.102 2.11253

1 3.10000 2714.306 3.48116


27/94

A '>' ?-? ':R' 'L '>' 1-2

IJc; 210 4p1;

(; 217,706.511=28$2 Ap1;

9ia; 0., 0.6 L0;cou/na; 0.25 0.5 ';

I; 1.2

(*; 2.$

; =05711.0$66,68$

4v; 0.005$

4c; 0.0006510$17

2.8

2.8

,.1


28/94

terae" e"tandar de a" paca" en cada pi"o:

riidece" a corte de a" paca".

13042.2391

21,82.,28 -J; 21,82.,28

-v; 1.6,=$676

n"tante" de entrepi"o:

2

0 0.1811

0 0.1811

0 0.177=

,0.$762

,0.$762

27.526=

-21

;

en utto

Dc

L

H( = S


29/94

n #n


30/94

nB%n*GBA re t tr trr D

0.00008 0.00358 0.00983 0.05159 0.01878 0.00671

0.00018 0.00379 0.00625 0.03281 0.01989 0.0071

0.00026 0.00246 0.00246 0.01292 0.01292 0.004

s,c+

)s,c+.(+()-sp))m(,+s )s+$,+s p)!) ssm+ sE+

() p)!) ssm+ sE+ - c+( s,+ (+s+,!+s sE)m+s )

s,!$c,$!)s (+ s,!$c,$!)s

7

te" por ortico" ? aca".

2

DKn

2981.8802

6070.63576

12560.5893


A.( -re

0.00358 3584.53871 tn*/

0.00379 6673.29427 tn*/

0.00246 13043.4366 tn*/

n via" ue ocurren a a paca.

1.6394676

! = Bc(/"


31/94

0.085,,,,

0.$

0.0017


32/94

4

vh


33/94

Cn

,5.$=6==8

6=.=66,$6

=8.,856$6


34/94


35/94

':;


36/94

1.2

Deter/ina/o" riidece"

28=8.28 tn*/

,858.65 tn*/

,858.65 tn*/

Deter/ina/o

0.225 6B-0Be;

2.825

2177.884

3ACA !01

aH C

ive 1

, 0.0002

2 0.0002

1 0.2172

3ACA 1

D01

;

D02

;

D0, ;

a21

;

b21

;

-21

;

D%

2

12 * *o

on

n

K ED

h=

2 4

vhLpa =


37/94

LKn1

, 2.0769

2 2.0769

1 1.8000

ive %i

, 2.6 2.077 0.077,

2 2.6 2.077 0.0$0$

1 , 1.800 0.$=15

Ar/a

Nivel 6*kvn an

3 1.00 ,.,0

2 1.00 5.50

1 1.00 6.1,

3.30 0.00 0

0 5.50 0.00

0 0 6.13

CO'TAT(S

49(3 In IGn+1H@InHB

, 9.68410064 81.5806055

2 17.5094345 120.137499

1 22.5363983 67.609195

-Kn Dc

B( = "C(-3*"f(-1&f(#*(#

Bc( = B( -B(

( = 3*(*f(


38/94

Deter/inacion

ive %i Don KnB%n*LK

, 2.60000 3858.651 12.48114

2 2.60000 3858.651 28.66073

1 3.00000 2898.275 26.86053


39/94

1 32.0998

o/ento" e

(

3 0.16699

2 0.16699

1 0.16699

2177.884

6B-0Be; 13042.2391

-21

; -v21

;


40/94

A ' 'L '>' 1-1 ':R' 'L '>' A-C

IJc; 210 4p1;

(; 217,706.511=28$2 Ap1;

9ia; 0.25 0., L0;cou/na; 0.5 0.25 ';

I; 1.2

(*; 2.$

; =05711.0$66,68$

4v; 0.0005625

4c; 0.00260$1667

0.166=87 2.6

0.166=87 2.6

0.166=87 ,

3; 0.60


41/94

e; 0.,0

3.05

terae" e"tandar de a" paca" en cada pi"o:

riidece" a corte de a" paca".

13042.2391

2177.88$ -J; 2177.88$

-v; 0.166=87

n"tante" de entrepi"o:

2 ,

0.07706902 0 0.077,

0.04018435 0 0.0$0$

0.27428566 0 0.$=15

-2,

;

ado" en utto Dc

H( = S


42/94

2.076=

2.076=

1.8000

n #n


43/94

de a DeIor/acion por (ntrepi"o"

(3AST4CO 4nea".no inea


0.00016 0.00957 0.03606 0.18930 0.05022 0.01932

0.00037 0.01527 0.02649 0.13908 0.08017 0.03083

0.00030 0.01122 0.01122 0.05891 0.05891 0.01964

s,c+

)s,c+.

(+()-sp))m(,+s )s+$,+s p)!) ssm+ sE+

() p)!) ssm+ sE+ - c+( s,+ (+s+,!+s sE)m+s )

s,!$c,$!)s (+ s,!$c,$!)s

7


2 ()e ,

Fcn FKn DKn

2.8449144 9.970143 1042.1914

2.3676927 22.894665 1499.34416

8.92014049 16.116316 1436.27246

R'MN

R'MN


A.( -

re

0.00957 1340.47798 tn*/

0.01527 1655.30567 tn*/

B4C3

=

B4C3

=

! = Bc(/"


44/94

0.01122 2860.70317 tn*/

n via" ue ocurren a a paca.

(

4.8514

8.7715

11.2899

0.1669870


45/94

0.005$

0.18

0.0017


46/94

4

vh


47/94

Cn

,1.=6=2$1

6$.275,28

7,.8210$


48/94


49/94


50/94


51/94

1.2

Deter/ina/o" riidece" a

28=8.28 tn*/

,858.65 tn*/

,858.65 tn*/

Deter/ina/o"

0.675 6B-0Be;0.525

91447.7696

3ACA !01

0.675

2.,75

4314.14983

aH Co

ive1

, 0.7869

2 0.7869

1 0.7436

D01

;

D02

;

D0, ;

a21

;

b21

;

-21

;

a2,

;

b2,

;

-2,

;

D%

2

12 * *o

on

n

K ED

h=

2 4

vhLpa =


52/94

ive3ACA 1

LKn1

, 32.4519

2 32.4519

1 28.1250

ive %i

, 2.6 ,2.$52 1.57,8

2 2.6 ,2.$52 1.57,8

1 , 28.125 1.5$28

Ar/a/

Nivel 6*kvn an

3 $$.05 80.82

2 $$.05 117.58

1 $$.05 11,.17

80.82 0.00 0

0 117.58 0.00

0 0 113.17

CO'TAT(S

49(3 In IGn+1H@InHB

, 0.37676259 3.43845711

2 0.76938978 6.23174617

1 1.30785895 3.92357684

-Kn Dc

B( = "C(-3*"f(-1&f(#*(#

Bc( = B( -B(


53/94

Deter/inacion

ive %i Don KnB%n*LK

, 2.60000 3858.651 0.78600

2 2.60000 3858.651 1.57342

1 3.00000 2898.275 2.93211


54/94

, 12.8237

2 25.2762

1 32.0998

o/ento" en

(

3 7.34244

2 7.34244

1 7.34244

91447.7696

6B-0Be; 13042.2391

-21

; -v21

;


55/94

'L '>' 2-2 ':R' 'L '>' A-C

IJc; 210 4p1;

(; 217,706.511=28$2 Ap1;

9ia; 0.25 0., L0;cou/na; 0.5 0.25 ';

I; 1.2

(*; 2.$

; =05711.0$66,68$

4v; 0.0005625

4c; 0.00260$1667

2.6

4c; 0.00260417

Lc; 1.00160256

L; 7.33069681

a; 0.78565374

D; 0.7869128

20

2.6

4c; 0.00260417

Lc; 1.00160256

L; 7.33069681

a; 0.78565374

D; 0.7869128

12

,

4c; 0.00260417

Lc; 0.86805556

L; 16.9169926

a; 0.92070621

D; 0.79922414

3; 1.50


56/94

e; 0.,0

3.05

erae" e"tandar de a" paca" en cada pi"o:

iidece" a corte de a" paca".

13042.2391

=1$$7.77 -J; =5761.=1=

$,1$.1$=8 -v; 7.,$2$$$7

"tante" de entrepi"o:

2 ,

0.0000 0.7869128 1.57,8

0.0000 0.7869128 1.57,8

0.0000 0.79922414 1.5$28

-21

;

-2,

;

ado" en utto

Dc

H( = S


57/94

,2.$51=

,2.$51=

28.1250

n #n


58/94

e a DeIor/acion por (ntrepi"o"

(3AST4CO 4nea".no inea


0.00006 0.00050 0.00246 0.01289 0.00260 0.00100

0.00013 0.00093 0.00196 0.01029 0.00487 0.00187

0.00020 0.00103 0.00103 0.00541 0.00541 0.00180

s,c+

)s,c+.

(+()-sp))m(,+s )s+$,+s p)!) ssm+ sE+

() p)!) ssm+ sE+ - c+( s,+ (+s+,!+s sE)m+s )

s,!$c,$!)s (+ s,!$c,$!)s

7

" por ortico" ? aca".

2 ()e ,

DKn D Fcn

19772.1113 0.7869 1.50660668

21154.8879 0.7869 2.81878386

26654.7359 0.7992 2.38882736

R'MN

R'MN


A.( -

re

B4C3

=

B4C3

=

! = Bc(/"


59/94

0.00050 25844.9544 tn*/

0.00093 27227.731 tn*/

0.00103 31126.1361 tn*/

via" ue ocurren a a paca.

(

8.2991

16.9476

28.8086

7.0116618


60/94

0.08$,75

0.$5

0.0017


61/94

4

vh

+


62/94

Cn

,0.$$=,88

60.017255

87.==6811


63/94


64/94


65/94

':;


66/94

4.25


28=8.28 tn*/

,858.65 tn*/

,858.65 tn*/

Deter/ina/o"

0.68 6B-0Be;,.57

2301.94439

3ACA !01

aH Co

ive1

, 0.0811

2 0.0811

1 0.2771

ive3ACA 1

LKn1

, 66.2106

2 66.2106

1 57.3825

D01

;

D02

;

D0,

;

a21

;

b21

;

-21

;

D%aado

2

12 * *o

on

n

K ED

h=

2 4

vhLpa =

2

12 * *o

on

n

K ED

h=

2 4

vhLpa =


67/94

ive %i

, 2.6 66.211 0.0811

2 2.6 66.211 0.0811

1 , 57.,8, 0.2771

Ar/a/

Nivel 6*kvn an

3 1.06 67.51

2 1.06 1,,.=7

1 1.06 125.72

67.51 0.00 0

0.00 133.97 0.00

0 0.00 125.72

CO'TAT(S

49(3 In IGn+1H@InHB

, 0.49267037 3.69098969

2 0.73765952 6.05633658

1 1.28111934 3.84335801

Deter/inacion

-Kn Dc

B( = "C(-3*"f(-1&f(#*(#

Bc( = B( -

B(

( = 3*(*f(

B( = "C(-3*"f(-1&f(#*(#

Bc( = B( -

B(

( = 3*(*f(


68/94

ive %i Don KnB%n*LK

, 2.60000 3858.651 0.49785

2 2.60000 3858.651 0.98277

1 3.00000 2898.275 1.64589


69/94

A '>' 4-4 ':R' 'L '>' A-C

IJc; 210 4p1;

(; 217,706.511=28$2 Ap1;

9ia; 0.25 0., L0;cou/na; 0.5 0.25 ';

I; 1.2

(*; 2.$

; =05711.0$66,68$

4v; 0.0005625

4c; 0.00260$1667

2.6

2.6

,


70/94



13042.2391

2,01.=$$$ -J; 2,01.=$$$

-v; 0.176$==2


2

0 0.0811

0 0.0811

0 0.2771

66.2106

66.2106

57.,825

-21

;

en utto

Dc

L

H( = S


71/94

n #n


72/94


0.00004 0.00047 0.00203 0.01067 0.00245 0.00094

0.00008 0.00080 0.00157 0.00822 0.00418 0.00161

0.00012 0.00077 0.00077 0.00404 0.00404 0.00135

s,c+

)s,c+.(+()-sp))m(,+s )s+$,+s p)!) ssm+ sE+

() p)!) ssm+ sE+ - c+( s,+ (+s+,!+s sE)m+s )

s,!$c,$!)s (+ s,!$c,$!)s

7


2

DKn

27221.6117

31409.6148

40915.2435


A.( -re

0.00047 27534.5624 tn*/

0.00080 31722.5655 tn*/

0.00077 41718.3359 tn*/


0.1764992

! = Bc(/"


73/94

0.1721$76

0.=06

0.0017


74/94

4

vh

+

4

vh

+


75/94

Cn

,,.261,18

65.55=71

=5.50162,


76/94


77/94

':;


78/94

4.25


28=8.28 tn*/

,858.65 tn*/

,858.65 tn*/

Deter/ina/o"

0.68 6B-0Be;

,.572301.94439

3ACA !01

aH Co

ive1

, 0.0000

2 0.0000

1 0.0000

ive3ACA 1

LKn1

, 66.2106

2 66.2106

1 57.3825

D01

;

D02

;

D0,

;

a21

;

b21;-

21;

D%aado

2

12 * *o

on

n

K ED

h=

2 4

vhLpa =


79/94

ive %i

, 2.6 66.211 0.0811

2 2.6 66.211 0.0811

1 , 57.,8, 0.2771

Ar/a/

Nivel 6*kvn an

3 1.06 67.51

2 1.06 1,,.=7

1 1.06 125.72

67.51 0.00 00.00 133.97 0.00

0 0.00 125.72

CO'TAT(S

49(3 In IGn+1H@InHB

, 0.49267037 3.69098969

2 0.73765952 6.05633658

1 1.28111934 3.84335801

Deter/inacion

ive %i Don KnB%n*LK

-Kn Dc

B( = "C(-3*"f(-1&f(#*(#

Bc( = B( -B(

( = 3*(*f(

B( = "C(-3*"f(-1&f(#*(#

Bc( = B( -B(

( = 3*(*f(


80/94

, 2.60000 3858.651 0.49785

2 2.60000 3858.651 0.98277

1 3.00000 2898.275 1.64589


81/94

A '>' 4-4 ':R' 'L '>' A-C

IJc; 210 4p1;

(; 217,706.511=28$2 Ap1;

9ia; 0.25 0., L0;

cou/na; 0.5 0.25 ';I; 1.2

(*; 2.$

; =05711.0$66,68$

4v; 0.0005625

4c; 0.00260$1667

2.6

0.00260417

1.00160256

0.17621677

0.08097391

0.08110367

2.6

0.002604171.00160256

0.17621677

0.08097391

0.08110367

,

0.00260417

0.868055560.20332705

0.31921137

0.2770932


82/94



13042.2391

2,01.=$$$ -J; 2,01.=$$$

-v; 0.176$==2


2

0.08110367 0.0811

0.08110367 0.0811

0.2770932 0.2771

66.2106

66.2106

57.,825

-21

;

en utto Dc

L

H( = S


83/94

n #n


84/94

0.000040 0.00047 0.00203 0.01067 0.00245 0.00094

0.000079 0.00080 0.00157 0.00822 0.00418 0.00161

0.000115 0.00077 0.00077 0.00404 0.00404 0.00135

s,c+

)s,c+.

(+()-sp))m(,+s )s+$,+s p)!) ssm+ sE+

() p)!) ssm+ sE+ - c+( s,+ (+s+,!+s sE)m+s )

s,!$c,$!)s (+ s,!$c,$!)s

7


2

Fcn

0.14575095

0.24935543

0.61793142


A.( -

re

0.00047 27534.5624 tn*/

0.00080 31722.5655 tn*/

0.00077 41718.3359 tn*/


0.1764992

! = Bc(/"


85/94

0.1721$76

0.=06

0.001

7


86/94

4

vh

+


87/94

Cn

,,.261,18

65.55=71

=5.50162,


88/94


89/94

CO3&A

?= 0.3 Mc=

D= 0.5 '=

= 0.003125

49; 0.005$

7.0006 L9; 0.0012706

4c; 0.001125 cm4

Lc; 0.00040179 cm3

L; 3.16235294

a; 0.61257976

D; 0.000246 cm2

L; 818.885585 ,(/cm2

10.06,2

4c; 0.001125

Lc; 0.00040179

L; 3.16235294

a; 0.61257976

D; 0.000246L; 818.885585

11.$,50

4c; 0.001125

Lc; 0.0003629

L; 3.50117647

a; 0.72733105

D; 0.00026395L; 716.44313

$.25


90/94

7.0006

10.06,2

11.$,50

O E" F" L

F, 2.8000 7.0006 7.0006 16,7.7712F2 2.8000 10.06,2 17.06,8 16,7.7712

F1 ,.1000 11.$,50 28.$=88 1$,2.886,

m tn tn tn*c/


91/94

94A

210 ?= 0.3 Mc= 210

2173706.51 D= 0.6 '= 2173706.51

= 0.0054

T*c/

2.8

0.001125

0.00040179

3.16235294

0.61257976

0.000246

818.885585 16,7.7712

2.8

0.001125

0.00040179

3.16235294

0.61257976

0.00024613818.885585 16,7.7712

,.1

0.001125

0.0003629

3.50117647

0.72733105

0.00026395716.44313 1$,2.886,

)m(,+s L),!)s )s,c+s


92/94

0.207

0.182

0.11=

'ano (a"tico 'ano 4nea"tico

< =

0.00$, 0.0,$6 0.2075 0.0256 0.00=2

0.010$ 0.0,0, 0.1818 0.0625 0.022,

0.01== 0.01== 0.11=, 0.11=, 0.0,85

/ / / / di/en"iona

3e=

2e=

1e=

r= = er= e=


93/94

,(/m2


94/94

analisis Çestructural ii

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