90274515 ulises concreto vp vs losa para presentar 1

8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1

1/13

I.S.T.P."JOSE CARLOS MARIATEGUI" CURSO : CONCRETO ARMADO

ANALISIS DE DISEÑO DE LOSASosa gera a: 3 PISO

1.00 DATOS:

.40 s/c = 250 Kg/m2

Piso T. = 00 Kg/m2

.05 Ta!i". = 20 Kg/m2 # # #

#$c = 20 Kg/cm2

#$% = &200 Kg/cm2

Es'esor = 0.25 m

# # # .30

# # # .30

# # # .30

# # # AT = 5.(0 m

)or*e Ti'ico:

.&0 = !Ladrillo

# # #

*

.225 = d =

+

+ + 0.30

.025 = r Ladr! #$%& = 0.30 ' 0.30 ' 0.(0 )P%* = + ,-Ladr!!

, = .0

.- ETADO DE )AAS :

A1.- )AA ETA 3 ) 1 :

L*a = 0.05 ) ' 0.40 ) ' 1.00 ) ' (.40 T)3 = 0.04+ T= 0.0/ T = /.00 ,-

V-$%a=

0.10 )'

0.(0 ) ' 1.00 ) ' (.40 T)3 = 0.04+ TLadr!! = 1.00 ) 0.30 ) ' + ,-Ladr!! = (.2 ,-

= 22.4 Kg

E 1)( = 1((.2 ,-)( ' 5./0 ) = 2(3.23 ,-)P* T%r)ad = 100.00 ,-)( ' 5./0 ) = 5/0.00 ,-)Ta6$%ra = 1(0.00 ,-)( ' 5./0 ) = 20+.00 ,-)

S6ma*oria = 202.77 Kg = ) = 202.7 Kg

81.- )AA 9I9A 3 )9 1 :

)9 = s/c AT

CV = (50.00 ,-)( ' 5./0 ) )9 = &5.00 Kg

2.- )AA DE OTA DE DISEÑO :

;6 = .5 ) 7 .< )9

0 . 3 0


2/13


&.- )AL)LO DEL A)EO DEL ALIEADO:

;6 = 0.(4&

E #

C%9&%%*1 11 1 11 1 10

1 1 1 1

L$&%* Pr)%d

.30 5./0 5.50

.30 5.50

3.42+ 3.051 (./1(.3/1 1.+(3

+.21 0.( 52.042.(4 3.00

6 %&$a& 0.5(+0 0.4(5+ 0.3/+4

&$adra&a 0.3042 0.(1+20.042 0.042 0.042

ρ = 6 ' ;& 0.3012 0.(433 0.((22< 0.015( 0.010/

3.45 3.45 3.453.4(+ (.40

DISE O 4 f 1(" 4 f 1(" 4 f 1("( f 1(" ( f 1("

4.- E#EO A TEPEATA:

As* = 0.00< ! * A* = 0.001+ ' 10 ' (5 As* = 0.&50 cm2

M$ = 8;$ . L( C%9.

,$>?@ = M$ ' 105

' d(

,$>7@ = M$ ' 105

' d(

A*>?@ = ρ ' ' d* 7 = ρ ' '

. ).

3


3/13


CONSTRUCCION CIVIL VI ALUMNO : ULISES MAMANI CONDORI

DISTI8)ION DE 9IETAS

FORMULAS :

L( 3 L( 3 L3 3 L3 3 La = 2 d! La = 1( 0.015/ La = 0.(05

La= d La= 0.(5 La= 0.25L( 4 L3 4

DONDE :

L(?La L(?La L3?La L3?La La = L-$d "a"

2 5 5 2 d= P%ra!% E9%& d%! E!%)%d!= Da)%r N)a! d% !a Var!!a

L2 L7 RESPUESTA La : La= 0.2500 m E*&-%)* %! )a (.0( (.0(

& /2> & /2>

1.21 1.51

2 /2> 2 /2>

0./4 1.3( 1.1 0.+3

4.


4/13


CONSTRUCCION CIVIL VI ALUMNO : ULISES MAMANI CONDORI


5/13

I.S.T.P."JOSE CRLOS MARIATEGUI" CURSO : CONCRETO ARMADO

ANALISIS DE DISEÑO DE 9IAS

9IA SE)NDAIA7 Piso

De*alle de Losa 1.00 DATOS:

.40 s/c = 250 Kg/m2

Piso T. = 00 Kg/m2

.05 Ta!i". = 20 Kg/m2 # # #

#$c = 20 Kg/cm2

# # #

#$% = &200 Kg/cm2

Es'esor = 0.25 m.30

# # # .30

# # # .30

# # # Al*6ra 3?1 = 0.50 m

A@c?o 3!1=

0.25 m9iga S = 50 25

AT = 4.&0 m ec6!. = (.00 cm

0.(5 Area = 25.52 m2 d = ? - r = 0.& cm = 0.& m

7(.70 m

7

# # #

# # #

# # #

m

& + + +

# # #

# # #

# # #

5.(0 5.+0 5.50 5.00 .30 5.50 5.00

A 8 ) D E #

)or*e Ti'ico:

.&0 = ! Ladrillo

# #

0 . 3 0

9S 9S 9S

d

r


6/13


81.- )AA 9I9A 3 )9 1 :

)9 = s/c AT)9 = (50.00 ,-)( ' .40 ))9 = 0.(50 T)( ' .40 ) )9 = .400 T/m


;6 = .5 ) 7 .< )98$ = 1.5 ' (.4/3 T) 7 1.+ ' 1.00 T) ;6 = 4.420 T/m

7.- DIAAA A ANALIA :

6 = .

A 8 ) D E #

% & % %*1 1 1 1 1 1 1

14 1 1 1 1 1 14

L$&%* .(0 .00 5.5 5.(5 5.5 5./0 5.(5 5.00Pr)%d .(0 5.+0 5.50 5.00 .30 5.50 5.00

M$=15./04 (3.+31 1/.(10 1.5+2 1/.(10 (0./4+ 1+.(45 10.343C%9&%%* 1+.12 13./1+ 1(.515 10.343 1.4(1 1(.515 11.+(1

$= 32.+43 5.21 45.21 3/.42 45.21 4/.+5 43.4( (4.143.(5 33.1( (/.2+ (4.1 3/.02 (/.2+ (+.13

6= %&$a& 0.(3(0 0.3+/ 0.(/(3 0.(43/ 0.(/(3 0.3(2 0.(240 0.14(1&$adra&a 0.(2(2 0.1/+5 0.125+ 0.14(1 0.(410 0.125+ 0.14/

0.042 0.042" B #$c 0.011 0.01/5 0.014 0.01(( 0.014 0.013 0.0132 0.0021#$% 0.013 0.00// 0.00++ 0.0021 0.01(1 0.00++ 0.00+(

A*

8;$ . L(

M$ ' 105

' d(

r=


7/13



8/13


ANALISIS DE DISEÑO DE 9IAS

9IA PIN)IPAL4 Piso

De*alle de Losa 1.00 DATOS:

.40 s/c = 250 Kg/m2

Piso T. = 00 Kg/m2

.05 Ta!i". = 20 Kg/m2 # # #

#$c = 20 Kg/cm2

# # #

#$% = &200 Kg/cm2

Es'esor = 0.25 m.30

# # # .30

# # # .30

# # # Al*6ra 3?1 = 0.45 m

A@c?o 3!1 = 0.75 m

9iga P = 45 75AT = 5.45 m ec6!. = (.00 cm

0.35 Area = (2.4 m2 +OL d = ? - r = 0.54 cm = 0.54 m

7&.0 m

8

# # #

# #

#

# # #

m

) + + +

# # #

# # #

# # #

D5.50 5.+0 .00 .+0 5.(0 4.+0

4 5 & 7 2

)or*e Ti'ico:

.&0 = !Ladrillo

# # #

*

0 . 3 0

9P 9P

d

r

9P


9/13


81.- )AA 9I9A 3 )9 1 :

)9 = s/c AT)9 = (50.00 ,-)( ' 5.5 ))9 = 0.(50 T)( ' 5.5 ) )9 = .&7 T/m


;6 = .5 ) 7 .< )98$ = 1.5 ' (.4+( T) 7 1.+ ' 1.413 T) ;6 = 4.244 T/m

7.- DIAAA A ANALIA :

;6 = 4.244

4 5 & 7 2

% & % %*1 1 1 1 1 1

14 1 1 1 1 14

L$&%* 5.50 5.5 5./0 .40 .00 5.00 4.+0Pr)%d 5.50 5.+0 .00 .+0 5.(0 4.+0

M$= 11.+4 (0.001 1/.+(+ (3.331 (0.50 15.4 /.0((C%9&%%* 13.53+ 13.123 14.0/+ 1+.10+ 10.5+/ 10.311

,$= 10.2/ 1+.(( 1+.0 (1.( 1+.+ 14.(2 +.((1(.33 1(.00 1(.+4 1.50 /.5 /.3/

6= %&$a& 0.05/( 0.10( 0.1012 0.1(11 0.1054 0.02/( 0.0442&$adra&a 0.0+0 0.01 0.020/ 0.0/(3 0.05(2 0.0513

" c 0.0030 0.0051 0.0051 0.001 0.0053 0.0040 0.00((#$% 0.0034 0.0033 0.0035 0.004 0.00( 0.00(

8;$ . L(

M$ ' 105

' d(

f=


10/13



11/13

E)A)ION )ADATI)A

ku - q + q F'CA - B 37.8432 0.2320 1.4629 210

43.2493 0.2727 1.4222 210

B - C 56.7057 0.3896 1.3053 210

33.1177 0.1985 1.4965 210

C - D 45.7118 0.2923 1.4027 210

29.7803 0.1758 1.5191 210

D - E 39.4684 0.2439 1.4510 21024.6118 0.1421 1.5528 210

E - F 45.7118 0.2923 1.4027 210

39.0738 0.2410 1.4539 210

F - G 49.8466 0.3267 1.3682 210

29.7803 0.1758 1.5191 210

G - H 43.4153 0.2740 1.4209 210

28.1278 0.1649 1.5301 210H - H 24.6118 0.1421 1.5528 210

7 - 6 10.7925 0.0592 1.6357 210

12.3343 0.0680 1.6269 210

6 - 5 18.2228 0.1026 1.5923 210

12.0020 0.0661 1.6288 2105 - 4 18.0647 0.1017 1.5932 210

12.8440 0.0709 1.6240 210

4 - 3 21.2562 0.1211 1.5738 210

16.4974 0.0923 1.6026 210

3 - 2 18.6822 0.1054 1.5895 210

9.6473 0.0527 1.6422 210

2 - 1 14.2711 0.0792 1.6157 2109.3945 0.0513 1.6437 210

1 - 1 8.2202 0.0447 1.6502 210


12/13


13/13

ANEO:

DES)IP)ION DE AEAS DE A)EO

DIAETO

PL.? + ? 0.3/ 50.00 0.50 (5.10 (.51

/000 /

3 ? 3+ 0.5 21.00 0.21 (/./0 (.//

? 1( ? 0.+/ 113.00 1.13 32.20 3.22

4 ? 1( 0.// 1(2.00 1.(2 3/./0 3.//

5 ? 5+ 1.55 1/+.00 1./+ 4/./0 4.//

? 34 (.(4 (+5.00 (.+5 5/./0 5.//+ ? 1 3./+ 502.00 5.02 2/.+0 2./+

11 ? 1 3+ 2./1 /5+.00 /.5+ 10/.20 10./2 1(000 1(

AEAS DE A)EO

DIAETO 9AILLAS PO SE))ION 3)21

PL. 2 7 & 5 4 < ( 0 2 7 & 5 4 ? + ? 0.50 1.00 1.50 (.00 (.50 3.00 3.50 4.00 4.50 5.00 5.50 .00 .50 2.00

3 ? 3+ 0.21 1.4( (.13 (.+4 3.55 4.( 4./2 5.+ .3/ 2.10 2.+1 +.5( /.(3 /./4? 1( ? 1.13 (.( 3.3/ 4.5( 5.5 .2+ 2./1 /.04 10.12 11.30 1(.43 13.5 14./ 15.+(

4 ? 1( 1.(2 (.54 3.+1 5.0+ .35 2.( +.+/ 10.1 11.43 1(.20 13./2 15.(4 1.51 12.2+

5 ? 5+ 1./+ 3./ 5./4 2./( /./0 11.++ 13.+ 15.+4 12.+( 1/.+0 (1.2+ (3.2 (5.24 (2.2(

? 34 (.+5 5.20 +.55 11.40 14.(5 12.10 1/./5 ((.+0 (5.5 (+.50 31.35 34.(0 32.05 3/./0

+ ? 1 5.02 10.14 15.(1 (0.(+ (5.35 30.4( 35.4/ 40.5 45.3 50.20 55.22 0.+4 5./1 20./+

11 ? 1 3+ /.5+ 1/.1 (+.24 3+.3( 42./0 52.4+ 2.0 2.4 +.(( /5.+0 105.3+ 114./ 1(4.54 134.1( 143.20 153.(+ 1(.+

NF8AA

ASAK/

SE))ION

SE))ION )2

PEIET.

PEIET. )

LON.

LON.

NF8AA

90274515 ulises concreto vp vs losa para presentar 1

Documents