Tarea 9 -Pavimento Rigido- ARIAS, SARMIENTO

7/23/2019 Tarea 9 -Pavimento Rigido- ARIAS, SARMIENTO

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Tarea 1

Disear el espesor de la losa con las condiciones indicadas:

Respuesta

D = 11.3 in

MES MR k uEnero 20000 1063.83 108.41

e!rero 8000 42"."3 1"#.#2

Mar$o 8000 42"."3 1"#.#2

%!ril 1"000 #.8# 123.6#

Ma'o 1"000 #.8# 123.6#

(unio 1"000 #.8# 123.6#

(ulio 1"000 #.8# 123.6#

%)osto 1"000 #.8# 123.6#

Septie*!re 1"000 #.8# 123.6#

+ctu!re 1"000 #.8# 123.6#,o-ie*!re 1"000 #.8# 123.6#

Dicie*!re 20000 1063.83 108.41

su*atoria 1"21.62

ro*edio de ut 126.80130

ro*edio de k #"2.6#

Subbase Information: k corre)ido = &00 pci

/S = 0." k e/S = 3"0 pci

riction acto 1." Mr sr = 141"0.14 psi

5ickness = 6 in

Es! = 100000 psi

Design Factor:

R = &0

7r = 1.282

So = 0.4

1." pt = 3

ES%/ = 3#&00000

9d = 1

S5oulders = 10 t ide 99 ( = 2.8

e*perature "" ;

PCC:

Ec = 4"00000 psi

S


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Solucin:

co*pro!ando

lo) >18 = #."#863&21

lo) >18 = #."#80""&


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Tarea 2


D = & in

MES MR k uEnero 20000 1063.83 41.33

e!rero 20000 1063.83 41.33

Mar$o 2800 148.&4 &&.08

%!ril 4"00 23&.36 84.#2

Ma'o 6"00 34".#4 #3."&

(unio #200 382.&8 #0."2

(ulio #600 404.26 68.&0

%)osto 8000 42"."3 6#.3#

Septie*!re 8000 42"."3 6#.3#

+ctu!re #"00 3&8.&4 6&.30,o-ie*!re 1000 "3.1& 12&.18

Dicie*!re 18000 &"#.4" 44.1"

su*atoria 8"6.83

ro*edio de ut #1.40218

ro*edio de k 3#1.86

ara R="0

Datos:

k = 3#1.86 pci

Design Factor:

R = "0

7r = 0

So = 0.4& pi = 4."

2 pt = 2."

9d = 0.&"

( = 3.&

PCC:

Ec = 4"00000 psi

S


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k = 3#1.86 pci

Design Factor:

R = 80

7r = 0.841

So = 0.4& pi = 4."

2 pt = 2."9d = 0.&"

( = 3.&

PCC:

Ec = 4"00000 psi

S


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R = &"

7r = 1.64"

So = 0.4& pi = 4."

2 pt = 2."

9d = 0.&"

( = 3.&

PCC:

Ec = 4"00000 psi

S18 = ".##1&&

ES%/ = "&1""&

S =

S =


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RES?ES%

R "0 80 &0

ES%/ 81#010& 3163282 1&23304


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&" &&

12#6&62 "&1""&


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Tarea 3


D = & in

MES MR k uEnero 20000 1063.83 41.33

e!rero 20000 1063.83 41.33

Mar$o 2800 148.&4 &&.08

%!ril 4"00 23&.36 84.#2

Ma'o 6"00 34".#4 #3."&

(unio #200 382.&8 #0."2

(ulio #600 404.26 68.&0

%)osto 8000 42"."3 6#.3#

Septie*!re 8000 42"."3 6#.3#

+ctu!re #"00 3&8.&4 6&.30,o-ie*!re 1000 "3.1& 12&.18

Dicie*!re 18000 &"#.4" 44.1"

su*atoria 8"6.83


ro*edio de k 3#1.86

Mr su!rasante = 6&&0.&3

Mr su!!ase: 30000.00 psi

k e = 400.00 pci

ara R="0

Datos:

k e= 400.00 pci

Design Factor:

R = &"

7r = 1.64"

So = 0.4& pi = 4."

2 pt = 2."

9d = 0.&"

( = 3.&

PCC:

Ec = 4"00000 psi

S


17/41

ES%/ = 1318866


D = & in

MES MR k u

Enero 20000 1063.83 41.33

e!rero 20000 1063.83 41.33

Mar$o 2800 148.&4 &&.08

%!ril 4"00 23&.36 84.#2

Ma'o 6"00 34".#4 #3."&

(unio #200 382.&8 #0."2

(ulio #600 404.26 68.&0

%)osto 8000 42"."3 6#.3#

Septie*!re 8000 42"."3 6#.3#+ctu!re #"00 3&8.&4 6&.30

,o-ie*!re 1000 "3.1& 12&.18

Dicie*!re 18000 &"#.4" 44.1"

su*atoria 8"6.83


ro*edio de k 3#1.86



k e = 430.00 pci

ara R=&"

Datos:

k e= 430.00 pci

Design Factor:

R = &"

7r = 1.64"

So = 0.4& pi = 4."

2 pt = 2."

9d = 0.&"

( = 3.&

PCC:

Ec = 4"00000 psi

S


18/41

lo) >18 = 6.1344&244&4

ES%/ = 1362&8&


D = & in

MES MR k u

Enero 20000 1063.83 41.33

e!rero 20000 1063.83 41.33

Mar$o 2800 148.&4 &&.08

%!ril 4"00 23&.36 84.#2

Ma'o 6"00 34".#4 #3."&

(unio #200 382.&8 #0."2

(ulio #600 404.26 68.&0

%)osto 8000 42"."3 6#.3#Septie*!re 8000 42"."3 6#.3#

+ctu!re #"00 3&8.&4 6&.30

,o-ie*!re 1000 "3.1& 12&.18

Dicie*!re 18000 &"#.4" 44.1"

su*atoria 8"6.83


ro*edio de k 3#1.86



k e = 4&0.00 pci

ara R=&"

Datos:

k e= 4&0.00 pci

Design Factor:

R = &"

7r = 1.64"

So = 0.4& pi = 4."

2 pt = 2."

9d = 0.&"

( = 3.&

PCC:

Ec = 4"00000 psi

S


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Solucin:

lo) >18 = 6.1613380813

ES%/ = 144&&00


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RES?ES%D 6 & 12

ES%/ 1318866 1362&8& 144&&00


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Tarea 4

20

%D

@A

D/

Dias

ES%/

D%+S

p 3

B 40

Ec 4"00000

Sc #"0 Formula


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( 3.2 arte 1 #.4#&12#46

9d 1 arte 2 0.30103

si 1." arte 3 1.0064"42&

R 0." arte 4 3.26

7 1.282 arte" 3&61.#8834

S 0.4& arte 6 3#32.02601

> 21"#"44&.008 #.2646138&/o)> #.333&"&8426

D 11.&1808&66

D%+S

p 3

B 40

Ec 4"00000

Sc #"0 Formula

( 3.2 arte 1 #.4820#8&2

9d 1 arte 2 0.30103si 1." arte 3 1.003&&686

R 0.&" arte 4 3.26

7 1.64" arte" 418#.&66#4

S 0.4& arte 6 3&40.114&6

> 21"#"44&.008 #.26861883

/o)> #.333&"&8426

D 12.6#0&8646

D%+S

p 3

B 40

Ec 4"00000

Sc #"0 Formula

( 3.2 arte 1 #.4861&4#3

9d 1 arte 2 0.30103

si 1." arte 3 1.001630""

R 0.&& arte 4 3.26

7 2.32# arte" 463#.101

S 0.4& arte 6 43"3.32806

> 21"#"44&.008 #.2#"0608

/o)> #.333&"&8426

D 14.1&&401#"


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os 30 aos

3040.68 %D 3040.68

24.3 @A 40."#

0.8 D/ 0.8

36" Dias 36"

21"#"44& ES%/ 36021233.2

D%+S

p 3

B 40

Ec 4"00000

Sc #"0

( 3.2


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9d 1

si 1."

R 0."

7 1.282

S 0.4&

> 36021233.2

antilo)> 183&1361.# /o)> #.""6""8"8D 1".2628682

D%+S

p 3

B 40

Ec 4"00000

Sc #"0

( 3.2

9d 1

si 1."R 0.&"

7 1.64"

S 0.4&

> 36021233.2

antilo)> 18"61#46.1 /o)> #.""6""8"8

D 1".#&31#"3

D%+S

p 3

B 40

Ec 4"00000

Sc #"0

( 3.2

9d 1

si 1."

R 0.&&

7 2.32#

S 0.4&

> 36021233.2

antilo)> 1883&128.2 /o)> #.""6""8"8

D 1#.#3086&"


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Formula

arte 1 8.214118&&


41/41

arte 2 0.30103

arte 3 1.000&201"

arte 4 3.26

arte" 4&42.46423

arte 6 4634.268#4

8.004"228& antilo)> 1010468#6

Formula

arte 1 8.1386#624

arte 2 0.30103

arte 3 1.000#013&arte 4 3.26

arte" "0&2.#3606

arte 6 4##2."2203

#.&2& antilo)> 8"0#4"68.6

Formula

arte 1 8.1"30#08"

arte 2 0.30103

arte 3 1.0002#84"

arte 4 3.26

arte" "631."040&

arte 6 "268.20012

#.&46"4123 antilo)> 88418110.3

Tarea 9 -Pavimento Rigido- ARIAS, SARMIENTO

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