Calculo de La palta

8/17/2019 Calculo de La palta

1/24

5 5000

N PALTAS TIEMPO (s)14286 3600

1 0.257142.85714 1800

1 4 0.2 8 0.3 12 0.4 16 0.5 20 0.6 24 0.7 28 0.8 32 0.9 36 0.

10 40 0.11 44 0.12 48 0.13 52 0.14 56 0.

peso en unao!a

(TN"#)

$%&os en unao!a

(' "#)

ISTAN*IA ENT+EPALTAS(,-)

ELO*I A E *A APALTA(,-"s)

ELOAP+O**IM

PALT


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N/ e pa& asos -a u%nas en una

0.35 14286$%&os po! o!a ( )

one&a as po! o!a

4 2.48 4.82 7.26 9.6

2 124 14.48 16.82 19.26 21.6

4 244 26.4 4408 28.82 31.26 33.6

peso -a e pa& a ass(' )

I AA E * A

(-"s)

ELO*I AAP+O**IMA A E * A

PALTA(-"-%n)


3/24

7142.85714

2500

2.5


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Modelo CFEspesor 2,5 mm

Peso aproximado 2,7 Kg/m2Diámetro mínimo de tambor 50 mmensi!n de rot"ra# $%0 &g/'mensi!n de ser(i'io )adm*+ $% &g/'memperat"ras admisibles 0 C - .0 C

'leo textil e1ido s!lido poliester igide3 trans(ersal o

4ado tambor F "per6i'ie de 6ri''i!n4ado transporte C Cobert"ra P C blan'o liso


5/24

peso( )-%n 170-a 350

0.25 0.30

0.2 0.25

0.17 0.20

In e! a&o e peso uea -% e ,a a !a-o e

es,a! a (' )

1/ !a-o ees,a! a

0.3 ∞ :

2/ !a-o ees,a! a

3/ !a-o ees,a! a

4/ !a-o ees,a! a


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0.350.340.330.320.31

0.30.29

0.280.270.260.250.240.230.220.21

0.20.19

0.180.17

peso e &apa& a ;(' )


7/24


8/24

N/ E *#A+OLAS EN 5M

5.5 0.3 0.11 50

PALTA TIEMPO E=AN A (-)

PESO EPALTAS ($ )

ISTAN*IA ENT+EPALTAS(-)

TIEMPO E


9/24

35 2136 21.2537 21.538 21.7539 2240 22.25

41 22.542 22.7543 2344 23.2545 23.546 23.7547 2448 24.2549 24.550 24.75

14286 3583.75


10/24

15 2.7272727273

0.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.25

0.250.250.250.250.250.250.250.25

PESO TOTAL )

PESO EN


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0.25 0.99548611110.250.250.250.250.25

0.250.250.250.250.250.250.250.250.250.25

?


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La ,a! a &%nea& (' "-) en &a se&e,,%ona o!a es @

@,au a& -as%,o (' " ) 5000@ %e-po (s) 3600

@ e&o,% a e , a pa& a(-"s) 0.44

&a e&o,% a an u&a! !e ue!% a po! &a - u%na (!e "-%n)@

@ %a-e !o e& a-Bo! (-) 0.05

E& peso e &a ,o!!ea (' "-)@

peso ap!o %-a o po! un%p&C 90 s (' "-D2) 2.7

an, o e &a Ban a =@ 0.4

E& es ue!Fo an en,%a& ne o en &a pe!% e!%a e& a-Bo! ,on u, o! en

L,@&on en !e ,en !os@G@,oeH,%en e e !%,,%on soB!e -esa %no

La po en,%a !e ue!% a pa!a ,on u,%! &a ,&as%H,a o!a se! (;)@

Factor de servicio :

S1 1.25S2 1.12

E& o! ue M2 !e ue!% o en e& a-Bo! e &a Ban a se! (N-)@

J)(

J2.7_ /


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→ 2.73 (' "-)

→ 168.06722689(!e "-%n)

→ 1.08 (' "-)

! a o po! (N)@

5.50.18

→

20.896124 ; → 0.02089612 ';

→ 1.18727978 N-

→ 1.4

= 60 "(2 π )

D2 K=

2 "2=

1 2= ∗


14/24

→ 47.491191 N


15/24

es% a a,e! 7700

HORQUILLAan u&o 9.01E?06 -D3

p&an, a 7.32E?06 -D31: 2 1.63E?05 -D3

-asa 1.26E?01 '

Volumen de la charola

e , a!o&a 7.79E?06 -D3 e o! u%&&a 1.29E?06 -D31: 2 9.07E?06 -D3

MASA 6.99E?02 '

Brazo basculador.uBo ,ua !a o J 1.56E?05 -D3

20 20 207 -asaJ 0.1202663 $eJ2--

E E E +O AMIENTO

2.04E?07MASA 1.57E?03


16/24

' "-D3


17/24

+C(--) + (--) an (!a )0 0 0.99988598 0.78534115

2.60432924 2.6921112297 1.07528817 0.821660685.20865847 5.6008611588 1.16028428 0.85945838

7.8129877 8.7462648516 1.25755472 0.8989927310.4173169 12.164994871 1.37096012 0.9405997713.0216462 15.906095371 1.50631249 0.9847303815.6259754 20.037784902 1.67287004 1.0320144118.2303046 24.660030065 1.8865268 1.0833794820.8346339 29.930336176 2.17757164 1.14029566

23.4389631 36.125237674 2.61355087 1.2053608426.0432923 43.827140183 3.39174981 1.28408655


18/24

!a (Q.) C(--) (--) R(!a ) R( !a )44.996628067 224.996628 E!!@502 E!!@502 1.57079633 89.999789547.077579012 227.077579 ?336.520531 7.14054836 1.51970883 87.0726983

49.24322268 229.243223 ?497.804605 ?5.27127881 1.46848738 84.137932551.508368995 231.508369 ?637.728565 ?3.98750702 1.41699485 81.187634453.892271026 233.892271 ?770.466793 12.6463827 1.36508748 78.213568256.420763034 236.420763 ?901.823197 ?15.8533217 1.31261105 75.206897759.129931948 239.129932 ?1035.33393 14.8319345 1.25939625 72.157921362.072926812 242.072927 ?1173.94753 ?13.7223649 1.20525281 69.055737865.333975676 245.333976 ?1320.93523 16.223327 1.14996188 65.8878084

69.061927685 249.061928 ?1481.00797 ?21.4143992 1.09326563 62.639359973.572567965 253.572568 ?1663.08084 5.69883907 1.03485246 59.2925397


19/24

(--"s)E!!@502

7.1482123410.109098812.381066914.296424715.983888717.509472818.912392220.2181977

21.44463722.6046322


20/24

atos cinem!ticos de la "ruta du

7700 ' "-D3

TIEMO ENT+E *ENT+O E *#A+OLAS ISTAN*IA ENT+E SENT+O0.25 S

TA=LILLA PLAN*#A A*E+O %no a%s% 304 E 8 8*M 1"4IN

J 4.8 ,-D30.03696 '


21/24

rante el #roceso de volteo.

S MAS SEPA+A*ION E *#A+OLAS 1*M ELO*I A +E


22/24

+ LA *A ENA (*M"S)


23/24

Los e&e-en os B s%,os pa!a &a ,o %Fa,% n C %se

#J A& u!a e& p%so a& !anspo! a o!*J a& u!a &%B!e e& p%so a& -o o!

AJ &a! o e e !e-o?e !e-o e& !anspo! a o!=J &a! o e& e !e-o?e !e-o e& !anspo! a o!+ J +a %o e &a !ue a e !e o!no ; J an, o e &a ,a


24/24

Calculo de La palta

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