Examen de Concreto Primera Unidad ULTIMO LISTO PARA EXAMEN

7/23/2019 Examen de Concreto Primera Unidad ULTIMO LISTO PARA EXAMEN

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esta etraaa pregunta 2

JHON

CALCULO DE ACERO

Datos

Wd 600

Wl 200

Luz 6.2

At An!" tr#$utar#" %&' 2(0

&') %200

reu$r#*#ent" %

+( 0.,-

1. Distancia de la parte superi

d -0.00 *

2. Zona en compresion asu

(0.00 *

3. Cuadro Iterativo

Iteracion u!"#$cm% & !cm% d !cm%( -66//0 2- -0.00

2 -66//0 2- -0.00

-66//0 2- -0.00

% -66//0 2- -0.00

- -66//0 2- -0.00

6 -66//0 2- -0.001 -66//0 2- -0.00

, -66//0 2- -0 00

se t"*a la luz*a)"r de la #ga

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/ -66//0 2- -0.00

(0 -66//0 2- -0.00

(( -66//0 2- -0.00

(2 -66//0 2- -0.00

( -66//0 2- -0.00

.0/ *2

'. Area de acero minima

.0(/0*2

0.002%2

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0.0(-/,

0.02(2-

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3 As 3

.02 3 .0/ 3

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WILLIAM QUISPE QUISPE

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A >EO PUESBO QUE LA >ON4I>ION NO LA OLO>A PEO ES


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JHON WILLIAM

-ipo de alla

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altura %0 *

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d 4 %.%0- *

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a4 (.1, *

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'. Cuantia de acero minimo

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0.0/-d#a*etr"*a)"r de laar#lla


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PEUNBA % BEMINA

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Iteracion u!"#$cm%( 2,6(,.2

2 2,6(,.2

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6 2,6(,.2

1 2,6(,.2, 2,6(,.2

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d

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>IONA


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0.-

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M"*ent" Negat#"

aSu*"

Se t"*a el Fpr"*ed#" " un al"r?ue le aS#gna*"


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-0

2-

%2 *

%.2 *

adro Iterativo

Iteracion u!"#$cm% & !cm% d !cm%( 1/2-0.% 2- %2.00 %.20

2 1/2-0.% 2- %2.00 0.1

1/2-0.% 2- %2.00 0.-

% 1/2-0.% 2- %2.00 0.-

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6 1/2-0.% 2- %2.00 0.-

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(2 1/2-0.% 2- %2.00 0.-

( 1/2-0.% 2- %2.00 0.-

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2./2,(00/*2

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0.02,

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5min4

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2-

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0.-0

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0.-0

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E4IMEN>IONA

>ant#dad

2


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:rado ASBM

'; A 6(-

*; A 6(-

,( A 6(-


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&) *#n 5


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2

red"ndead"

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a alulad" ., 0.1 .,

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0.( 0.00 0.- 0.00

0.( 0.00 0.- 0.00

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0.(


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a alulad"

0.1

0.-

0.-

0.-

0.-

0.-0.-

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0.-

0.-


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PEUBA 2 BEMINA4O JHON WIL

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Datos

&ase 0 *

altura %0 *

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IAM QUISPE QUISPE

0.,0

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0.2- 0 0

0.-6 0 0

0.//% 0 0 As4(.--2 0 0

2.2- 0 0As total4./1 % ( ( 2.-%

1./01 0 0

eje de acero

Diametromaor

superior


65/163

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As*a9


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2.-%**0.2-%

0.2-%*2

20.% *2

20.%*2

d#a*etr"*a)"r de la

ar#lla


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pregunta

JHO

B#p" de &alla

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altura -0 *

& 2(0


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a4 2,.%0- *

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t#p" de &alla

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0./0

la ar#lla *a)"r " en "tr" la d#stan#a entre apas

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2.2- 0 0

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l eje de acero

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superior

Diametromaor

superior


78/163

as *#n 3 as *a9 &rag#l s"$rere&"rzada

(1.10-E4IMEN>IONA

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B#p" de &alla

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altura -0 *

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istancia de la parte superior al ej

d 4 %2.2 *

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85/163

dut#l: adeuad"

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86/163

LIAM QUISPE QUISPE

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per#"r>ant#dad 0

0 0 0 0 0

0 0 As4 0

0 0 0 0

0 0

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0 0

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superior

Diametromaor

superior


87/163

de ac

as *#n 3 as *a9 &rag#l s"$rere&"rzada

O=


88/163


89/163

**

*2

*2

**0.(21

*2

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*2

d#a*etr"*a)"r de la

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PEUNBA ( BEMIN JHON WI

WL

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*.a. Distancia de la parte superio

d (1.-0 *

Zona en compresion asumi

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,.a. Cuadro Iterativo

Iteracion u!"#$cm% & !cm% d !cm%( -(,/(.% %0 (1.-0

2 -(,/(.% %0 (1.-0

-(,/(.% %0 (1.-0

% -(,/(.% %0 (1.-0

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1 -(,/(.% %0 (1.-0

, -(,/(.% %0 (1.-0

/ -(,/(.% %0 (1.-0

(0 -(,/(.% %0 (1.-0

(( -(,/(.% %0 (1.-0

(2 -(,/(.% %0 (1.-0

( -(,/(.% %0 (1.-0

0.,0 *2

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0.%221*2

0.002%2

.a. Area de acero ma)im

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As*#n

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2.1,/062-*2

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0.%1 0.,0

0.%1 0.,0

aasum!cm%As !cm2% acalc

p"ner el al"r de a lad" de aalla ?ue esta en r"@"


99/163

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0.//%

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t#ene ?ue ser *a)"r ?ue el al"r de As G

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100/163

2

*


101/163

1,1.2


102/163

*.&. Distancia de la parte superior al

d (1.-0 * 0.(1-

Zona en compresion asumida

.-0 *

,.&. Cuadro Iterativo

Iteracion u!"#$cm% & !cm% d !cm%( 1,120 (0 (1.-0 .-0

2 1,120 (0 (1.-0 .((

1,120 (0 (1.-0 .01

% 1,120 (0 (1.-0 .01

- 1,120 (0 (1.-0 .016 1,120 (0 (1.-0 .01

1 1,120 (0 (1.-0 .01

, 1,120 (0 (1.-0 .01

/ 1,120 (0 (1.-0 .01

(0 1,120 (0 (1.-0 .01

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( 1,120 (0 (1.-0 .01

(.0 *2

.&. Area de acero minim

(.6/066*2

0.002%2

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aasu*

aasum!cm%

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lad" de aalla ?ue esta en r"@"


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>ant#dad

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7,


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LOS 4E PAENBESIS


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:2.//

:0.0%

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0.00

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123/163


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127/163


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133/163

u /.6-1/- tn.*

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