Diagrama de Masas...Ejemplo

8/18/2019 Diagrama de Masas...Ejemplo

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Con los datos que se indican realizar.

Grafcar el diagrama de masas

Calculo de material de prestamo o eliminacion

Determinacion a zona de balance

Selección del equipo mas efciente para cada zona (Factor de cont

PROG D ACKm m m2

0!000 0 00!0"0 "0 00!0#0 "0 $0!0%0 "0 0

0!0&0 "0 $0!$00 "0 "0!$"0 "0 '0!$'0 $0 #0!$#0 $0 0!$0 $0 %.0!$%0 $0 %.#0!$&0 "0 &0!"00 "0 90!""0 "0 $0

0!"#0 "0 $%0!"%0 "0 $'.&$0!"&0 "0 $"0!"90 $0 00!'00 $0 $00!'$0 $0 9.090!''0 "0 '0!'0 "0 #0!')0 "0 0!'90 "0 %

0!#00 $0 &.0'0!#$0 $0 &0!#"0 $0 90!#'0 $0 $00!#0 "0 $$0!#%0 $0 $"0!#&0 "0 $'.'&0!00 "0 $


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0!"0 "0 0!#0 "0 "


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rraccion = 0.9

DISTANCIA PROMEDIO ACARREO

d*$$0mAR $$0m*d*$00mmm2 d+$00

0$ Solo en tramos donde el tractor resul9

$$ odelo de tractor

$$ aterial& etodo$0 /ipo de terreno" Densdidad material suelto" perador 1isibilidad% 2fciencia Costo del equipo#

'#"

$0$0$$$$$09&

)%#''$

$'


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$&


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EQUIPO MAS EFICIENTE

/ractor /raillaCamion

e como equipo efciente, calcular su costo de produccion considerando lo sig

D&3 4 &5

Suelto amontonado $."6an7a $."5ni8orme $

$00 g:m' $002;celente $

0.%)? $00.00


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iente-


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C1 C2 C3 C4 C5 C6PROG D AC AR VCB VRCKm m m2 m2 M3 M3

Eje X F.C.

0 0!000 0.00 0.00 0.00 0.00 0.00"0 0!0"0 "0.00 0.00 $.00 0.00 $0.00

#0 0!0#0 "0.00 $.00 9.00 $0.00 $00.00

%0 0!0%0 "0.00 0.00 $$.00 $0.00 "00.00

&0 0!0&0 "0.00 $.00 $$.00 $0.00 ""0.00

$00 0!$00 "0.00 ".00 &.00 '0.00 $90.00

$"0 0!$"0 "0.00 '.00 $0.00 0.00 $&0.00

$#0 0!$'0 $0.00 #.00 ".00 '.00 %0.00

$0 0!$#0 $0.00 .00 ".00 #.00 "0.00

$%0 0!$0 $0.00 %.0 .00 ).0 '.00

$)0 0!$%0 $0.00 %.#0 %.00 %#.0 .00$&0 0!$&0 "0.00 &.00 .00 $##.00 $$0.00

"00 0!"00 "0.00 9.00 #.00 $)0.00 90.00

""0 0!""0 "0.00 $0.00 .00 $90.00 90.00

"#0 0!"#0 "0.00 $%.00 '.00 "%0.00 &0.00

"%0 0!"%0 "0.00 $'.&$ #.00 "9&.$0 )0.00

"&0 0!"&0 "0.00 $".00 ".00 "&.$0 %0.00

'00 0!"90 $0.00 0.00 $0.00 %0.00 %0.00

'$0 0!'00 $0.00 $0.00 $0.00 0.00 $00.00

'"0 0!'$0 $0.00 9.09 $$.00 9.# $0.00

''0 0!''0 "0.00 '.00 $$.00 $"0.90 ""0.00

'0 0!'0 "0.00 #.00 $0.00 )0.00 "$0.00

')0 0!')0 "0.00 .00 9.00 90.00 $90.00

'90 0!'90 "0.00 %.00 &.00 $$0.00 $)0.00

#$0 0!#00 $0.00 &.0' ).00 )0.$ ).00

#"0 0!#$0 $0.00 &.00 %.00 &0.$ %.00

#'0 0!#"0 $0.00 9.00 .00 &.00 .00

##0 0!#'0 $0.00 $0.00 #.00 9.00 #.00

#0 0!#0 "0.00 $$.00 '.00 "$0.00 )0.00

#)0 0!#%0 $0.00 $".00 '.00 $$.00 '0.00

#&0 0!#&0 "0.00 $'.'& $.00 "'.&0 #0.00

00 0!00 "0.00 $.00 $'.00 $#'.&0 $#0.00

"0 0!"0 "0.00 .00 $.00 %0.00 $#0.00

#0 0!#0 "0.00 ".00 &.00 )0.00 90.003411.45

DATOS NECESARIOS

1


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1


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C' C( C) C1*VRB VA SA OMM3 M3 M3 M3

+ABS, C1**.) Eje -

0.00 0.00 0.00 0.00 -$$.$$ 0.00 4$$.$$ 4$$.$$ 11.11

$$$.$$ $0.00 4$0$.$$ 4$$"."" 112.22

"""."" $0.00 4"$"."" 4'"#.## 324.44

"##.## $0.00 4"'#.## 4&.&9 558.89

"$$.$$ '0.00 4$&$.$$ 4)#0.00 740.00

"00.00 0.00 4$0.00 4&90.00 890.00

%%.%) '.00 4'$.%) 49"$.%) 921.67

""."" ""."" "".)& 4&9&.&9 898.89

'&.&9 '&.&9 $&.%$ 4&&0."& 880.28

%$.$$ %$.$$ '.'9 4&)%.&9 876.89$""."" $""."" "$.)& 4&.$$ 855.11

$00.00 $00.00 )0.00 4)&.$$ 785.11

$00.00 $00.00 90.00 4%9.$$ 695.11

&&.&9 &&.&9 $)$.$$ 4"#.00 524.00

)).)& )).)& ""0.'" 4'0'.%& 303.68

%%.%) %%.%) $9$.#' 4$$"."# 112.24

%%.%) %0.00 4%.%) 4$$&.9$ 118.91

$$$.$$ 0.00 4%$.$$ 4$&0.0" 180.02

$$%.%) 9.# 4"$."" 4"0$."# 201.24

"##.## $"0.90 4$"'.# 4'"#.)& 324.78

"''.'' )0.00 4$%'.'' 4#&&.$" 488.12

"$$.$$ 90.00 4$"$.$$ 4%09."' 609.23

$&&.&9 $$0.00 4)&.&9 4%&&.$" 688.12

&'.'' )0.$ 4$'.$& 4)0$.'0 701.30

)"."" )"."" ).9' 4%9'.') 693.37

%$.$$ %$.$$ "'.&9 4%%9.#& 669.48

0.00 0.00 #.00 4%"#.#& 624.48

)).)& )).)& $'"."" 4#9"."% 492.26

''.'' ''.'' &$.%) 4#$0.9 410.59

##.## ##.## "09.'% 4"0$."# 201.24

$.% $#'.&0 4$$.)% 4"$".99 212.99

$.% %0.00 49.% 4'0&. 308.55

$00.00 )0.00 4'0.00 4''&. 338.5521*1.)'

'


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'

'

33(.55

$0 "00 "0 '00 '0

Diagrama De asa

rogresias (m


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/REAS

- VOUMEN TOTA DE CORTE VOUMEN ATERA

VOUMEN ONGITUDINA

MATERIA DE

201.24 - -

324.78 123.54 1,235.40

488.12 286.88 4,104.20

609.23 407.99 6,948.70

688.12 486.88 8,948.70

701.30 500.06 4,934.70

693.37 492.13 4,960.95

669.48 468.24 4,801.85

624.48 423.24 4,457.40

492.26 291.02 7,142.60

410.59 209.35 2,501.85

201.24 - 2,093.50

VAL. MÍNIMO 201.240

ÁREA 52129.85 m^2

VOL. CORTE 500.06 m^3

DPA 104.25 m

TRAMO AANAI0AR +%#,

C1*

/REASPARCIAES


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#00 #0 00 0


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3411.4521*1.)'

13*).4(

33(.55


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Se &$ee #7m%8& $&8 9 :%9&"e# 8e +C5, ; "e7e e# 99e:%8& % &$"%# e#$%=&e#.

P"e#$%m&


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2.) DISTANCIAS

A 1 124,550.35 m2 A 2 52,129.85 m2

VC 1 809.45 m3 VC 2 500.06 m3

DPA 1 153.87 m DPA 2 104.25 m

3.) SELE

Se seleccionan en 8uncion a las distancias promedio de acarreo que pueden cubrir

Distancia romedio de Acarreod < 110 m

110 m < d < 1500 m

d > 1500 m

VC 1 809.45 m3 VC 2 500.06 m3

DPA 1 153.87 m DPA 2 104.25 m

Equipo /railla Equipo /ractor

25BS S2


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EFICIENCIA

F/ = *.'2

'. C


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PROMEDIO DE ACARREO

A 3 0.00 m2 A 4 0.00 m2

VC 3 1.00 m3 VC 4 1.00 m3

DPA 3 0.00 m DPA 4 0.00 m

CIÓN DE EQUIPOS

e manera mas efciente -

2quipoTractor

Trailla

Camión

VC 3 1.00 m3 VC 4 1.00 m3

DPA 3 0.00 m DPA 4 0.00 m

Equipo /ractor Equipo /ractor

3A 2< 3E2C/

CIÓN DE INFORMACIÓN

. Acarreo.".&)

O DE PRODUCCIÓN

9=%9e#!

$."0

$.00

A $."0

0.9# 0.9"%%%%%)

$.00

IIDAD 0.&0


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0.%)

D8R-8U

D7R-7U

DRSU

FTPR TP CE CP

+, +, +,

0.)" $0."0 '.'' $00.00 ''".9' *.6'

0.)" 0.00 .) I1A


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A 5 0.00 m2

VC 5 1.00 m3

DPA 5 0.00 m

VC 5 1.00 m3

DPA 5 0.00 m

Equipo /ractor


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Diagrama de Masas...Ejemplo

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