porgrama para foto 1

8/17/2019 Porgrama Para Foto 1

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1.Modulo escalar y altura de vuelo con camara de gran angul

c 0.152

E (Esc. foto ) 39000

tolerancia de E 20%

1E = c!

! = c " E

! 592#

Ema" (1$20) " (39000)

Em (1$00) " (39000) 39000

Emin (0$#0) " (39000) 31200

'! 231.2

3. eterminacion de la *lantilla

formato de la foto (s " s) 23 " 23 cm

trasla*e longitudinal (u) &0%

trasla*e lateral (v) 25%

s 0.23

+ = s " E

+ = 0$23 " 39000

+ =#90

Escala de *lano ,ase -

2. iferencia de alturas de vueloo *ermitidos ('!)


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+ = #90100000 = 0.0#9

+ #$9 cm

25% + (0$25) " (#$9) 0.02225 /

50% + (0$50) " (#$9) 0.0#5 /5% + (0$5) " (#$9) 0.0&25 /

. ariacion de escala dentro de una faa o linea

' = ma" min

467 E 78+

i min (m) ma" (m) '

1 3900 &00 00

2 3&00 50 #50

3 300 &00 1200

350 500 150

5 3200 350 1150

'! 231.2

! a,s = i : !i 1E = c!

inea 1

i !i

ma" (m) &00 !min (m) 55#

m (m) 250 !m (m) 592#

min (m) 3900 !ma" (m) &2#

(1E) ma" 0$152 55# 2.299E005 1

(1E) m 0$152 592# 0.000025&1 1

(1E) min 0$152 &2# 2.2115E005 1

' ; '!


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'!1 = &2# 55# =

00 ; '!

00 ; 231.2

inea 2

i !i

ma" (m) 50 !min (m) 5503

m (m) 025 !m (m) 592#

min (m) 3&00 !ma" (m) &353

(1E) ma" 0$152 5503 2.&213E005 1

(1E) m 0$152 592# 0.000025&1 1

(1E) min 0$152 &353 2.3925E005 1

'!2 = &353 5503 =

#50 ; '!

#50 ; 231.2

inea 3

i !i

ma" (m) &00 !min (m) 532#

m (m) 000 !m (m) 592#

min (m) 300 !ma" (m) &52#

(1E) ma" 0$152 532# 2.#52#5E005 1

(1E) m 0$152 592# 0.000025&1 1

(1E) min 0$152 &52# 2.32#3E005 1

'!3 = &52# 532# = 1

1200 ; '!


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1200 ; 231.2

inea

i !ima" (m) 500 !min (m) 5#53

m (m) 25 !m (m) 592#

min (m) 350 !ma" (m) &003

(1E) ma" 0$152 5#53 2.59&9&E005 1

(1E) m 0$152 592# 0.000025&1 1

(1E) min 0$152 &003 2.5320E005 1

'! = &003 5#53 =

150 ; '!

150 ; 231.2

inea 5

i !i

ma" (m) 350 !min (m) 5353

m (m) 35 !m (m) 592#

min (m) 3200 !ma" (m) &503

(1E) ma" 0$152 5353 2.#3953E005 1

(1E) m 0$152 592# 0.000025&1 1

(1E) min 0$152 &503 2.333#E005 1

'!5 = &503 5353 = 1

1150 ; '!

1150 ; 231.2


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5. nalisis de los trasla*es transversales

i !a,s (m)

1 101#

2 9953

3 992#

103535 903


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'! 23 = &5# 5&# =

900 ; '!

900 ; 231.2


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1150 ; 231.2


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oe *elusa ten criterio al colocar

r c = 152 mm datos >ue nos est

te"tos escritos sin

datos calculados

resultados de cad

te"tos >ue es*era

es necesario >ue

y de a@A con eso *

!ma" (0$152) " (5000) 113.&

!m (0$152) " (3500) 592#

!min (0$152) " (30000) 2.

(tolerancia de C10%)

1100000

so,er todo los del ?nal

(tolerancia de C10%)


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2$2 cm

$# cm&$2 cm

o,servaciones

D

D

D

D

D

!a,s (m)

101#

101#

101#

31200

3&&9.3211 D (1E) ma" 0$152 55#

39000 D (1E) m 0$152 592#

1302.&315#9 D (1E) min 0$152 &2#


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00

D

!a,s (m)

9953

9953

9953

31200

3&203.93 D (1E) ma" 0$152 5503

39000 D (1E) m 0$152 592#

19&.052&31& D (1E) min 0$152 &353

50

D

!a,s (m)

992#

992#

992#

31200

35052.&315#9 D (1E) ma" 0$152 532#

39000 D (1E) m 0$152 592#

29.3211 D (1E) min 0$152 &52#

00


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D

!a,s (m)10353

10353

10353

31200

3#50&.5#9 D (1E) ma" 0$152 5#53

39000 D (1E) m 0$152 592#

3993.21052& D (1E) min 0$152 &003

50

D

!a,s (m)

903

903

903

31200

3521.1052&32 D (1E) ma" 0$152 5353

39000 D (1E) m 0$152 592#

2#2.#93 D (1E) min 0$152 &503

150

D


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i min (m) ma" (m)

1 2 3#50 550

2 3 3&00 500

3 300 &00

5 3150 300

onde

!a,s (m) = s " E (1 v) =

101#

101#

101# +1

+2

31200 +3

302&.32 D

3932#.95 D

1&31.5# D

v1

00 v2

v3

D

onde

!a,s (m) = s " E (1 v) =

101#

101#

101# +1

+2

31200 +3

3355.2& D

0315.9 D

32&.32 D

v1


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00 v2

v3

D

onde

!a,s (m) = s " E (1 v) =

101#

101#

101# +1

+2

31200 +3

3&&9.3 D

0&. D

592.11 D

v1

00 v2

v3

D

onde

!a,s (m) = s " E (1 v) =

101#

101#

101# +1+2

31200 +3

3#&1.05 D

253.95 D

&23&.# D

v1

150 v2

v3


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D


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los cuadros *or >ue no todos se van a colocar

n dando

coneccion

*roceso

n modi?cacion de datos

eri?>ues los calculos

oder ver si lo diseBado esta ,ien


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31200

1 3&&9.321053 D

1 39000 D

1 1302.&315#9 D


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31200

1 3&203.9321 D

1 39000 D

1 19&.052&3159 D

31200

1 35052.&315#9 D

1 39000 D

1 29.321053 D


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31200

1 3#50&.5#93&9 D

1 39000 D

1 3993.21052&32 D

31200

1 3521.1052&315# D

1 39000 D

1 2#2.#932 D


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+i = s " Ei vi = 1 (+i) i = 1 $ 2 $ 3

0$23 " 39000 (10$25) = &2.5

s " E1 0$23 " 302&.32 #51&.05

s " E2 0$23 " 3932#.95 905.&&

s " E3 0$23 " 1&31.5# 955.2&

vi = 1 (+i)

15% /

1 &2$5#51&.05 0.21 D

1 &2$5905.&& 0.2& D

1 &2$5955.2& 0.30 D

35% /

+i = s " Ei vi = 1 (+i) i = 1 $ 2 $ 3

0$23 " 39000 (10$25) = &2.5

s " E1 0$23 " 3355.2& #591.1

s " E2 0$23 " 0315.9 922.&3

s " E3 0$23 " 32&.32 9953.55

vi = 1 (+i)

15% /

1 &2$5#591.1 0.22 D


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1 &2$5922.&3 0.2 D

1 &2$59953.55 0.32 D

35% /

+i = s " Ei vi = 1 (+i) i = 1 $ 2 $ 3

0$23 " 39000 (10$25) = &2.5

s " E1 0$23 " 3&&9.3 #0.39

s " E2 0$23 " 0&. 93#.29

s " E3 0$23 " 592.11 1025&.1#

vi = 1 (+i)

15% /

1 &2$5#0.39 0.20 D

1 &2$593#.29 0.2# D

1 &2$51025&.1# 0.3 D

35% /

+i = s " Ei vi = 1 (+i) i = 1 $ 2 $ 3

0$23 " 39000 (10$25) = &2.5

s " E1 0$23 " 3#&1.05 ##9.3s " E2 0$23 " 253.95 9&.1

s " E3 0$23 " &23&.# 10&3.

vi = 1 (+i)

15% /

1 &2$5##9.3 0.2 D

1 &2$59&.1 0.31 D

1 &2$510&3. 0.3 "35% /


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uego 'v = '!+i

v1 1 : 'v 0.15

v2 2 : 'v 0.20

v3 3 : 'v 0.2

0.15 'v = '! + -

+ = s " E = 0$23

0.35 '! = 'v " + =

- la nueva al

uego 'v = '!+i

v1 1 : 'v 0.15

v2 2 : 'v 0.21

v3 3 : 'v 0.2&

0.15 'v = '! + -


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+ = s " E = 0$23

0.35 '! = 'v " + =

- la nueva al

uego 'v = '!+i

v1 1 : 'v 0.15

v2 2 : 'v 0.23

v3 3 : 'v 0.29

0.15 'v = '! + -

+ = s " E = 0$23

0.35 '! = 'v " + =

- la nueva al

uego 'v = '!+i

v1 1 : 'v 0.15

v2 2 : 'v 0.22

v3 3 : 'v 0.2

0.15 'v = '! + -

+ = s " E = 0$23

0.35 '! = 'v " + =


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- la nueva al


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'v = vinf v1

'v 0.0&

15% / 0.15

D

D

D

35% / 0.35

'! = 'v " +

" 39000 = #90

53#.39

ura a,soluta *ara 2 sera !a,s = !a,s : '! = 9&39.&1

'v = vinf v1

'v 0.0

15% / 0.15

D

D

D

35% / 0.35

'! = 'v " +


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" 39000 = #90

&00.9

ura a,soluta *ara 3 sera !a,s = !a,s : '! = 95.21

'v = vinf v1

'v 0.05

15% / 0.15

D

D

D

35% / 0.35

'! = 'v " +

" 39000 = #90

.#

ura a,soluta *ara sera !a,s = !a,s : '! = 903.13

'v = vinf v1

'v 0.09

15% / 0.15D

D

D

35% / 0.35

'! = 'v " +

" 39000 = #90

#39.


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ura a,soluta *ara 5 sera !a,s = !a,s : '! = 933#.23


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uego 'v = '!+i 'v = v

'v

v1 F : 'v 0.22&232&9

v2 F : 'v 0.293&305

v3 F : 'v 0.35

'v = '! - '! = 'v " +

+ = s " E = 0$23 " 39000 =

'! = 'v " = 155.9&&05


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- la nueva altura a,soluta


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u* v3

0.013#59

15% / 0.15D

D

D

35% / 0.35

#90


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ara F sera !a,s = !a,s '! = 10022.0333


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31200

(1E) ma" 0$152 5&2# 1 302&.32 D

(1E) m 0$152 59# 1 3932#.95 D

(1E) min 0$152 &32# 1 1&31.5# D

31200

(1E) ma" 0$152 5&# 1 3355.2& D

(1E) m 0$152 &12# 1 0315.9 D

(1E) min 0$152 &5# 1 32&.32 D

31200

(1E) ma" 0$152 55# 1 3&&9.3 D

(1E) m 0$152 &1# 1 0&. D

(1E) min 0$152 &# 1 592.11 D

31200

(1E) ma" 0$152 5## 1 3#&1.05 D

(1E) m 0$152 &53 1 253.95 D

(1E) min 0$152 02# 1 &23&.# D


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la nueva altura a,soluta *ara 5 sera !a,s = !a,s : '! =


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101#

9&39.&1

95.20905

903.1211


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933#.23

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