p.examen-redy Sanchez Valencia

7/26/2019 p.examen-redy Sanchez Valencia

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ALUMNO:

CODIGO:

M = R*[1-cos(/2!

E = R*[s"c(/2 - 1!T = R*#$%( /2Lc = 2 *R*s"%(/2Gc = 2* $&cs"%(/2S = 1') = S*/2L = '* S/ + *R

c,&$ 1CURVA 1DATOS

#$%.$%#" $&. 03 PI 4R = 05 6c = 711 PTL = 780

ST = 2'

c,&$ 2DATOS

#$%.$%#" $&. 01 PI 4R = 127 6c

= 503 PTL = 1557ST = 1'322''15

CURVA DATOS

#$%.$%#" $&. 3703 PI 4R = 5' 6c = 3'21 PT

L= +* R*/18'


2/15

L = 31ST = 270228

CURVA 3DATOS

#$%.$%#" $&. 12'7 PI 4

R = 3' 6c = 013 PTL = 33'8

ST = 2378

7

DATOS#$%.$%#" $&. 10235 PI 4

R = 37 6c = 11 PT

L = 838ST = 02'13'2

0

DATOS#$%.$%#" $&. 105'1 PI 4

R = 3' 6c = 1''23 PTL = 08

ST = 3585312

5

DATOS#$%.$%#" $&. 18021 PI 4

R = 7 6c = 20 PTL = 330'

ST = 225181'

8

DATOS#$%.$%#" $&. 73 PI 4

R = 07 6c = 7'8 PTL = 750

ST = '803202


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DATOS#$%.$%#" $&. 1777 PI 4

R = 7 6c = 817 PTL = 30

ST = ''58182

1'DATOS

#$%.$%#" $&. ' PI 4R = 7 6c = 88 PTL = 750

ST = 51'51

11

DATOS#$%.$%#" $&. 1530 PI 4

R = 57 6c = 733 PTL = 07

ST = 557858


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UNIVERSIDADA ANDINA DEL CUSCOESCUELA PROFESIONAL DE INGENIERIA CIVIL

INGENIERIA DE TRASNPORTESPRIMER EXAMEN PARCIAL

REDY SANCHEZ VALERNCIA

0130200622A

= 03= 127= 111

802233'28

30817

5'75083001

5'5


5/15

8258

8'3'83538

L

M875 M

10102'2 91''707 V

SD

11'301'7778380

112775

120'123118 1128758 2

370

51020' 81153 185 11


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1773'01725835

17505

17371750510253

1508215'35771

18''3


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:


8/15

CALCULO DEL IMD A 27 A;OS

calculo del IMDA

223

227 IMDA = 22282327275 ESADOS 1770 1327277 LIVIANOS 0083 001

2'1' = 2'8017''

IMDA 001IMDA 21''

TOTAL 2501 "$

CORRECION DE NTANGENTES ? RADIOS

o%. # c,&$ o%. >% o%. $@ c,6"12 s 32 7'' %o

2' s 32 7'' s>2178 s 32 7'' s>5' s 32 7'' s>085 o 83 7'' %o3 s 32 7'' s>

5 o 83 7'' s>30' s 32 7'' s>

130 s 32 7'' s>1'' s 32 7'' s>


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10/15

COORDENA

"s#$c$ $%.,o

PC1 127 3137 '0010021PI1 03 3137 '0010021PT1 2' 53 '101553PC2 27 53 '101553PI2 01 53 '101553PT2 1'322 0 ''327

s"%(


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PC 2''2 0 ''327PI 3703 0 ''327PT 2702 20 '37'5'0PC3 77 20 '37'5'0PI3 12'7 20 '37'5'0PT3 2378 37 '7712''5

PC7 25 37 '7712''5PI7 10235 37 '7712''5PT7 02' 8'38 '80225

PC0 1110788 8'38 '80225PI0 105'1 8'38 '80225PT0 3585 '52 ''12700'3

PC5 103'181 '52 ''12700'3PI5 18021 '52 ''12700'3PT5 225181 2018 '3311202PC8 0808 2018 '3311202

PI8 73 2018 '3311202PT8 '80 2370 '3170372PC 10321811 2370 '3170372PI 1777 2370 '3170372

PTP ''58182 131 '211508PC1' ''58182 131 '211508PI1' 085520 131 '211508PT1' 51'51 587 '8'2000PC11 10830122 587 '8'2000PI11 1530 587 '8'2000

PT11


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13/15

AS DE I! C Y "

@ 1''' 1'''

'53708 2'080333 2322257 5078 1'2'0'53708 31285 3535730 21' 1'0202'877870 7328'70 1025331 8535 1'751'877870 822082 2107 00738 1'150'877870 75373051 3513520 '50 71

'3070 58523' 7810213 237 1'7558

cos() *s"%( *cos(


14/15

'3070 ''7283 1'5557 1835 1781'3070 2378875 11858275 001 1082''8085158 12085008 222707737 3 1077'8085158 35727'753 873'73 -32 15311'8085158 7077 1'35'0758 -1331 18'281'830510 173835 2'7'810 -10303 15825

'830510 7131'717 5582''08 -23230 15587'830510 87738 17770 -58'2 1038''107185 08238233 113373 -830 151077

'107185 115378 15'3220 -3'15 183'3'107185 1035'20 25022'0 -305 1857'21'3 '0'170 3580022'3 -88 1817

'21'3 2'7332313 1035525 -22737 101''21'3 2222 1801728 -27 150'853123 1''28107 2'8'35 -1880 2''58'853123 ''11'3 01032875 3255 2'3'8

'853123 31018 82832 121' 2'58''''72071 1282082 28'0588 10'15 2'0715''72071 0873'587 17''''578 1'15 1002''72071 812570'7 155875'8 388' 1173

'525732 05700 227811 71528 1222'525732 05700 227811 73073 122'525732 138132537 02175'83 0'808 13311'158283 1112 00803231 0'1 15523'158283 13131780 25'52'7 02'0 21118'158283 1511321 373'83 000' 22827


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