Diseño de Vigas Dr - Aguas Claras

8/17/2019 Diseño de Vigas Dr - Aguas Claras

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DISEÑO DE VIGASDISTRITO PARDO MIGUELUbicación CENTRO POBLADO DE AGUAS CLARAS

PROYECTO: PASE AEREO - PUENTE PEATONAL Diseñ: D VIGA: VP-!"!

DATOS: CONSTANTES: PREDIMENSIONADO:

VIGA:VP-!"!6.17 ton-m

6.17 ton-m

10.32 ton-m

b# 35 cm 5 cm "$%"

90 cm 85.00 cm

210 5.00 cm

4200

Ø= 0.90 0.85 "$'(

Tipo de Zona

CALCULOS:

* VERIFICAR SI RESISTE COMO SIM!EME"TE ARMAA

31.609375 12 a # )$!%

a # 21.25 a # 8.07 '$)(

0.02125 0.01063 '*$+' T-m

M,a . M/ O0 1 Ace2 Mini,

!)$""

-

3 Min T-m

4$)! %$%) ASUMIMOS

%$%)

* VERIFICAR SI E! ACERO F!$%E

%$%)

-

O5S$Ace2 en COMPRESI6N 78/9e$ DISEÑO ADECUADO

CALCULO DE ACERO NEGATIVO!)$""

!$%; !$%;

DISPOSICI6N DE ACERO EN LA VIGA

Ac&'o C(m( S)&'+o' Ac&'o C(m( In,&'+o' As,in 9.917 As,in 9.917 8.212

0.645 0.645 0.968 0.968

6.000

2.00 7.92 2.00

4$";

3 96

M/I?@

-

M/DER

-

M/#

2 ec

>

c cm2 >

9 cm2

β1 =

* CA!C$!AR M)1 E !A SECCI"

A cm2 A

A

b # Ma # M,a

cm2

M/)

As!# cm2 As,in#

As!# c,)

cm2

cm2

AsI?@

# cm2 AsDER # cm2

cm2 cm2

As- ' cm2 As- ) cm2

As ) cm2

cm2

cm2

d

sismica


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DISEÑO DE VIGASDISTRITO PARDO MIGUELUbicación CENTRO POBLADO DE AGUAS CLARAS

PROYECTO: SALA DE INNOVACION PEDAGOGICA DE LA I$E NF""**( Diseñ:

VIGA: VP-!")

DATOS: CONSTANTES: PREDIMENSIONADO:

VIGA:VP-!")5.02 ton-m

5.02 ton-m

6.28 ton-m

b# 25 cm 5 cm "$;"

40 cm 35.00 cm

210 5.00 cm

4200

Ø= 0.90 0.85 "$)(

Tipo de Zona

CALCULOS:

* VERIFICAR SI RESISTE COMO SIM!EME"TE ARMAA

13.945313 5.2 a # ;$+%

a # 13.125 a # 4.89 ($"%

0.02125 0.01594 *$;" T-m

M,a . M/ O0 1 Ace2 Mini,

($)"

-

3 Min T-m)$;) )$%) ASUMIMOS

)$%)

* VERIFICAR SI E! ACERO F!$%E

)$%)

-

O5S$Ace2 en COMPRESI6N 78/9e$ DISEÑO ADECUADO

CALCULO DE ACERO NEGATIVO($)"

;$"! ;$"!

DISPOSICI6N DE ACERO EN LA VIGA

Ac&'o C(m( S)&'+o' Ac&'o C(m( In,&'+o' As,in 2.917 As,in 2.917 2.415

1.337 1.337 2.006 2.006

2.600

1.61 2.40 1.61

!$)"

M/I?@

-

M/DER

-

M/#

2 ec

>

c cm2 >

9 cm2

β1 =

* CA!C$!AR M)1 E !A SECCI"

A cm2 A

A

b # Ma # M,a

cm2

M/)As!# cm2 As,in#

As!# c,)

cm2

cm2

AsI?@

# cm2 AsDER # cm2

cm2 cm2

As- ' cm2 As- ) cm2

As ) cm2

cm2

cm2

d

no sismica


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12

345

2

1

b

juan


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+m+c(

mo +m+c(

T+o & on(+m+c( 0.5

nom'& &( 'o,&+on

)(n 25 MEICOc('o 42 VETERI"ARIO

' 15 A:O;AO&n+n 23 ROFESOR+c


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CLIENTES UND SUBTOTAL

?$A" 1200 600000

!$IS 500 500000

?OSE 700 700000

$RS$!A 1000 500000

A$!A 1300 650000

PRECIO A 500

PRECIO B 1000

CLIENTES PRE7ERENCIA UND SUBTOTAL

?$A" SI 1200 1

!$IS "O 500 0

?OSE SI 700 0

$RS$!A SI 1100 1

A$!A "O 1300 0

PRECIO A 500PRECIO B 1000

A$!A 1300

2000

w

w w=

(6000) *d' =

0.85β 1 f'c


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fy

Ø fy(d-d')

Ø fy(d-d')

VI;AS CO"TI"$ASEn &n&'(@ S+ & '&( '&B)&'+( ('( ( c+m&nt(c+/n & m(& 75 D & '&( & ( (nt( & &+,+c+o o &t')ct)'(@ & +( cont+n)( como o+& +t&m( & c+m&nt(c+/n.

b

(6000 − fy)*d

c M) M)1 M)29

As- A's=Mu2 As- A's= ρbd

As1=Mu2


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Diametro " Numero Area (cm²) bservacio Varilla/qq Varilla/qq

1/4 2 !1 liso

/# !$1 corru%a&o 1

1/2 4 1!2' corru%a&o $! $ 1/2

/# 2 corru%a&o 4! 4 /4

/4 2!#4 corru%a&o !2$ 1/4

$/# $ !#$ corru%a&o 2!4 2 1/2

1 # !1 corru%a&o 1!#2 2

'/# ' !4 corru%a&o 1!44 1 1/2

/4 1 $!'2 corru%a&o

11/# 11 '!# corru%a&o

/2 12 11!4 corru%a&o

1.5875

0.79375 1!4#

N*+,-O Area (cm²)

10 7.92 F$"CIO" CO"S$!TAV

10 7.92 F$"CIO" :$SCAR

CREO @UE MEOR SE DISEÑA EMPLEANDO ESTO:

M) 18.277 t-mFc 200 45 cm G 20 cmH 0.9F 4200 cm2As$,inJ

w= 0.306

# 0.01456834As# 13.1115052

As.t&m


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ρ - ρ´

DISEÑO Y CONSTRUCCION DE CIMENTACIONES!$IS ;ARA VASK$E.@ I.C. M.I.$"IVERSIA "ACIO"A! E CO!OM:IA

3.2.7 AATAS CO"TI"$AS. !o +t&m( &t')ct)'(& B)& ))(m&nt& &c+m+&nt(n &n >((t( cont+n)( o Lco''+( on o /'t+co ( m(mot&'N(&t')ct)'(.En &n&'(@ S+ & '&( '&B)&'+( ('( ( c+m&nt(c+/n & m(o' & 30D &'o m&no& 50 D & '&( & ( (nt( & &+,+c+o o &t')ct)'(@ & )&& &n(' &n )n(+( cont+n)( como o+& +t&m( & c+m&nt(c+/n.

S& &t&'m+n( & &'(t& & ( +(. Como )n( ('o+m(c+/n &mN'+c( ('(c(c)(' ( (t)'( & ( +( & ,)n(c+/n@ & '&com+&n( con+&'(' 10 cm o' c(( +o@ &to &< 10 cm # & +o P

En & &nt+o on+t)+n( & ( +(@ & (c&'o & '&,)&'>o B)& & cooc( & &mNn+mo@ (o o' ( &'&+/n 0.0018 :

3.2.8 !OSAS E CIME"TACI"3.2.8.1 !o( & c+m&nt(c+/n o' cont(cto E )o & o( & c+m&nt(c+/n &&n&'( &n & c(o & &+,+c+o &n (t)'(@ &n )&o com'&+& &n c+&'to+t&m( &t')ct)'(&@ o'&too &n m)'o & c('(.En tQ'm+no &n&'(&@ + & '&( '&B)&'+( ('( c+m&nt(' )n( &t')ct)'( oc)(

o' & 50D &'o m&no' m & 50 D & '&( & ( (nt( & &+,+c+o o &t')ct)'(@ & && c+m&nt(' && &n(' &n )n( o'& )n( o( & c+m&nt(c+/n como (t&'n(t+(@ ( B)& )&& '&)t(' m

&con/m+c(. A )t++>(' o( & c+m&nt(c+/n & )&n( '++&> & '&)c&n o (&nt(m+&nto


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+,&'&nc+(& & (m+t&n m(o'& (&nt(m+&nto tot(&


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XIOMARA ROJASGONZALES

iomara rojas


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ACERO "OMI"A! AL!LO

. IAMETRO Pc AREA Pcm2 ESO Pm # E VARI!! 14 0.635 0.3167 0.2500 38 0.953 0.7126 0.5625 4 12 1.270 1.2668 1.0000 2 58 1.588 1.9793 1.5625 5

34 1.905 2.8502 2.25001.00 2.540 5.0671 4.0000

TRAS!AES ;A"COS

14 0.55 14 - $A

38 0.55 38 0.2 !ANTIA % MINIMA 12 0.6 12 0.25 ,c 210 58 0.75 58 0.3 , 4200 34 1 34 0.35 30 11 1.5 11 0.45 < 30

'&c)'+m+&nto 3. estribo 0.953

. Var = 1.905

25.095 A m+n 1.8183 A m+n 1.8183

*AN0 0.017


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"E N!MERO "E #ARILLAS $OR AREA "E AERO

. AREA ARCIA!

14 0.3167

38 0.7126 2.85

12 1.2668 2.53

58 1.9793 9.90

34 2.85021.00 5.0671

15.28 $ARA #IGAS

A OL!MNAS ,c 210 cm2

, 4200 cm2 +( '+cm2 ( c)(nt+( &Un - :(nco (co M) 25 ton.m !)> cm2 '&com&n(& 1D - 4D 30 cm cm con )n m(+mo & 6D < 50 cm < cm ('( )n( c(( -6

cm 44 cmcm ('( o c(( -9

cm 41 cm('( )n( c(( ('( 2 c((

cm W1 1.42380259 W1 cm2 En +'&cc+on & W2 0.27111267 W2 cm2 En +'&cc+on &


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c+(& +( &c)n('+(!)>

0.00 m 0.00 m#AI"Y < #AI"Y

1.370542160.3243731

0.3243731

0.0162186521.4086243 cm2

apa de a'ero2.9707322319.603125

Diseño de Vigas Dr - Aguas Claras

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