CONTRATO IDU-133-05 y AEREOPUERTO EL DORADO - AV. JOSÉ … · i€/!?llf-=====ingenleria ltda...

I€/!?llf-======INGENlERIA LTDA

CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3"

AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD

9. ANEXOS

9.1 ANEXO A: REACCIONES EN LOS APOYOS

HOJA41VERSiÓN 00

IEIRlIf===INGENlERIA LTOA



9.1.1 RAMPA 1

..'Joint REiactions ' '¡mI

.,JQ!nt I~ OutputCase CaseT\iPe _~t~J\Ípe ,.E,1 (Kg ) F2 tt<stí1 F3 ( I(g:;):19 CM LinStatic -1555.69 -326.75 3216.4819 T LinStatic

,0.28 994.51 -0.50

19 EQX LinRespSpec Max I 3673.25 i 878.26 7009.66í19 I EQY LinRespSpec Max I 1302.85 1211.26 2466.5519 TO I

LinStatlc -1.78 5.12 2.74

19 CV 1 Combination Max -657.28 217.38 3509.05

19 CV Combinatlon Min -1826.06 -596.30 1281.5719 O/V Comblnatlon Max 30922 541.18 715.92

19 O/V Combination Min -309.16 -540.95 -716.03

20 CM LinStatlc -1580.75 325.88 3265.42

20 T LinStatic -0.28 -994.66 0.5020 EQX LinRespSpec Max 3694.38 885.25 7047.90

20 EQY LinRespSpec Max 1309.66 1213.19 2478.66

20 TO LinStatic I 1.69 -4.18 -2.56----,-,

20 CV Combination Max , -670.95 595.52 3562.78

20 CV Combination Min J -1853.31 -218.88 1308.54

20 O/V Combination Max 308.99 541.18 715.71

1 20 1 O/V '1 Combination I Min :1 -309.05 1 -541.51 I -715.60

33 CM LinStatic 1558.44 -455.10 4462.86

33 T LinStatic 0.30 '1 1018.15 1 0.5933 EQX LinRespSpec Max 3137.98 1 907.08 --,--s46516

33 EQY LinRespSpec I Max 1 4697.01 1 1317.61 12625.79

33 , TO LinStatic -1.32 -2.21 -3.27

1 33 1 CV 1 Combination I Max 1 2494.35 90.77 6792.11

33 CV Combination Min -672.11 -624.14 -1830.8933 O/V Combination Max 1945.12 791.87 5235.8233 O/V Combination Min , -1945.05 -791.74 -5235.6734 CM LinStatic 1577.90 456.02 452027

34 T LinStatic I -0.28 -1018.01 -0.5934 EQX LinRespSpec Max 3152.79 911.40 8492.47

1 1 1 I 1 -34 EQY LinRespSpec Max 470300 1313.85 12642.34

34 TO LinStatlc 1.40 109 3.0934 CV Combination Max 2511.81 627.57 6842.69

1 34 1 CV Combinatlon Min -654.81 -92.30 -1780.1134 O/V Combinatlon Max 1944.86 790.64 5235.9934 O/V Combinatlon Min -1944.92 -790.66 -5236.14248 CM LinStatic -154 31.80 6997.56248 T LinStatic -0.55 1050.93 -0.07248 EQX LinRespSpec Max

,49.60 916.40 5552.43I

248 EQY LinRespSpec Max : 104.83 2507.65 13128.89248 TO LinStatic I 0.33 -0.49 0.39248 CV Combination Max

,35.88 41.17 8524.96

248 : CV Combination Min -38.14 -55.81 2455.59-

.Uio'<Z_4.,·~.aTi:,.,. CONTRATO IDU-133-05

ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3"AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.C

PUENTE PEATONAL CAD

Al(ALOlA MAYOR'OOI?fAt.C.

bf,:'i"'W-:~¿'¡f~~'¡,o\."o

1E1RJ7r===INGENlERIA LTOA

HOJA 43VERSiÓN 00

1 lüiJ Joint Reactions'~p¡hl~~OutputCáse+ C.a~eType StepType !F1 ( K'g) F2 (Kg) ;F3 ( Kg )j248 0/11 Combination Max 3276 1206.08 5973.62248 0/11 Combination Min -3275 -1206.03 -5973.65249 CM linStatlc 1.65 -31.86 6970.04 1249 T linStatlc 0.54 -1050.92 0.07 '249 EOX linRespSpec Max 47.47 916.59 5527.76 I249 EOY linRespSpec Max 104.71 2508.10 13131.21 I249 TO linStatlc -0.31 0.67 -0.39 I249 CV Combination Max 38.24 55.67 8491.41 I249 CV Combination Min -35.85 -40.66 2438.81 I249 0/11 Combinatlon Max 32.72 1206.19 5973.651

._349 ~____ co~~~~~~~_L__..~_._~_I..:.'l~:~~._L.~12~~~._Ls.~~:362 _:

c.~t~t.firJ.t11i~ :''''1"

1E1XJ/1====INGENJERIA LTDA.


AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD HOJA 44

VERSIÓN 0.0

9.1.2 RAMPA 2

JointJReactiotls.,.*,,,,,,,~,,,,,

":"';"oint I~ ÓutputCase Cas'eType ::"" stef.JIYPel F1IKg) F27flRgj F3(iKgF:19 CM LinStatic -1639.63 -34301 2944.1219 T LinStatic -0.01 71.33 0.0119 EQX LinRespSpec Max 3389.32 806.49 5602.6119 EQY LinRespSpec Max 1067.05 982.43 1787.2119 TO LinStatic 000 4.77 00019 CV Comblnation Max -679.05 53.79 3128.17

19 CV Combination Min -1877.53 -447.70 1165.38

I 19 ON Combination Max 332.40 472.90 660.93I 19 ON Combination Mm -332.40 -472.88 -660.9320 CM LinStatlc -1639.55 343.05 2943.9920 T LinStatic 0.01 -71.32 -0.0120 EQX LinRespSpec Max 3389.37 806.44 5602.7320 EaY LinRespSpec Max : 1067.05 982.43 1787.2320 TO LinStatic

I000 -4.77 0.00

20 CV Comblnation Max I -679.01 447.72 3128.0320 CV Combination Min -1877.45 -53.76 1165.31

20 ON Combination Max I 332.40 472.88 660.9320 ON Comblnation Min -332.40 -472.90 -660.93

, 33 CM LinStatic 1639.64 -476.35 4080.85j 33 1 T I LinStatic I 1 -0.01 1 72.40 1 -0.011 1

- I I 1 1-

I 33 EQX LinRespSpec Max 2821.68 810.66 6599.36

1 33 EQY LinRespSpec Max 4291.51 1218.57 10039.11

33 TO LinStatic 000 -1.68 000

I 33 CV Combination Max 2459.36 -76.34 5797.84

I33 CV Combination Min -581.81 -544.82 -1358.27

I 33 ON Combination Max 1872.15 714.86 4390.0533 ON Combination Min I -1872.15 -714.86 -4390.05I

34 CM LinStatic 1639.54 476.30 4080.6134 T LinStatic 0.01 -72.40 0.0134 EQX LinRespSpec Max 2821.46 810.72 6598.84

r34 1 EQY LinRespSpec Max 4291.44 1218.88 10038.98,34 I TO 1 LinStatic I ,1 000 1.68 0.00I

I 34 CV Combination Max 2459.30 54476 5797.71

34 CV Comblnation Mln -581.87 76.43 -1358.4134 ON Combination Max 1872.15 715.00 4390.0534 ON Comblnation Min -187215 -715.00 -4390.05

L 225 CM LinStatic 000 36.13 5972.45

225 ' T LinStatic 0.00 1602,04 0,00, 225 EQX LinRespSpec Max 85.95 799,01 2540,16225 EQY LinRespSpec Max 209.82 1990,65 327204225 TO LinStatlc 000 22.96 0,00

I 225 CV Combination Max 66.41 53.35 7520.47

t3E...__ .~~_,_. Combination Min -66.41 -56,11 2017.44___ ----C.'CH' .••••..''_ __ -- "".~. --- -

,- ,

;;ut;,'~:"" ~-,- ',.;,

IJAl<ALD'A MAYOR

JOCOfAC,C,!>C!N.t.ri2:¿~~rm:.r.•.•\')


AEREOPUERTO EL DORADO - AV, JOSÉ e MUTIS) - BOGOTÁ D CPUENTE PEATONAL CAD HOJA 45

VERSiÓN 0,0IEIRJIf==:::::::::==INGENIERIA LroA

,,'JointReactions:,¡UiJlli: :YOutputCase CaseType StepType F1 ( Kg I F2 ( Kg I F3 ( Kg I i225 OIV Combination Max 73,63 1199,58 1599.75 l225 OIV Combination Min -73,63 -1199,17 -1599,75 ¡~~ ------~~----",--~~~~-:Z---~-----~-To~----;!~21~4 59;60

45 i230 EOX LmRespSpec Max 8595 799 01 2540,16 1.t----J----------- -- --- ----- -----1------- ~----- ----230 I EOY linRespSpec Max 209,82 199065 3271.61 1~~~'------~~----------c;~~iTon- Max 6~~g1~*--- 75%-6~230 __~_ ~?mbination Min -66.41 -53,35 2017,44 J

I 230 OIV Combin ation Max 73,63 1199,17 1599,75 I_2~ __.,_~,_c:w_.__ L~_C0'21bin~~lon_~_L_~_, L_::.~~~??_L~_:~~~~__1__:2.s9~_~~.s..J

IEI?dIf=====INGENlERIA LTOA

CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DELA TRONCAL CALLE 26 (AV. 3"


VERSiÓN 0.0

9.1.3 RAMPA 3

.'\~Oint RéaCfions ,-\' "." ,·]l"W.t·,

Joint OutputCase CaseType Stepl\lPe F1 (Kg ) F2J Kg )': F.TI$~j~j19 CM LinStatíc 0.00 155.34 2646.02

19 T LinStatíc 0.00 191.47 0.0019 EQX LinRespSpec Max 2058.20 473.19 675.33

19 EQY LinRespSpec , Max 724.54 1549.30 1592.0719 TO LinStatíc 0.00 -6.70 000

19 CV Combínatíon,

Max 277.46 984.44 4261.86I I19 CV Combínatíon Mín -277.46 461.32 1158.29

19 ON Combínatíon Max 47.11 624.83 528.05

19 OIV Comblnatíon Mín -47.11 -583.99 -528.05

20 CM LinStatíc 000 -155.34 264602

20 T LinStatíc 0.00 -191.47 0.00

20 EQX LinRespSpec Max 2058.21 473.19 675.14


20 TO LinStatíc 000 6.70 0.00

20 CV Combínatlon Max 277.46 -461.32 4261.86

20 CV Combínatíon Mín -277.46 -984.44 1158.29

20,

OIV Combínatíon Max 47.11 583.99 528.05

20 ON Combínatíon I1 Mín -47.11 -624.83 -528.05

109 CM LinStatíc I 0.00 33.39 3846.73

109 T LinStatíc 000 1602.03 0.00



109 1 TO LinStatíc 000 22.99 0.00

109 CV Comblnatíon Max 24.34 27.64 4266.14

109 cv 1 Combínatíon I Mln I -24.34 I -34.16 1032.56

109 OIV Combínatíon Max 31.80 747.26 1179.02

109 OIV Combínatíon I Mín -31.80 -746.80 -117902

114 CM LinStatíc 0.00 -33.39 3846.73

114 T LinStatíc 0.00 -160203 0.00

114 EQX LinRespSpec Max 3955 470.54 1077.20

114 EQY LinRespSpec Max 125.52 1568.47 I 2737.49

114 1 TO I LinStatíc I I 0.00 -22.99 0.00114 1 CV Combínatíon Max 24.34 34.16 4266.14114 CV Combínatlon Mín -24.34 -27.64 1032.56114 OIV Combínatíon Max 31.80 746.80 1179.02

21~J OIV _1 Combínatíon Mln -31.80 -747.26 -1179.02-_. - - -- -~---_._-----_.- ,.-

C~t~r¡~~'~~..,.

Instituto de Desarrollo Urhano¡!Centro de Oou.llnentaclon .

CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3a


9.2 ANEXO B: DESPLAZAMIENTOS EN LOS NUDOS

HOJA 47VERSiÓN 00

CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3a

AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CADI€/f?llr

====INGENlERIA LroA.

9.2.1 RAMPA 1

HOJA 48VERSiÓN 00

i'" ¡_ ' Joint'Oispla¿ements ,< i.;;i.~"i9ip..." ~~.~oint, Ol,llpulCase ¿Case'TYPe Step'TYPe I_U1 (rrrn) o U2( mrnJ~U3 (mm;)]

1 CM UnStatic 7.8736 0.0196 4.0001 I1 T UnStatlc -0.4634 -0.3217 0.7358!

5.2303 ¡EQX

TO

UnRespSpec Max 10.4638 0.2393

EQY UnRespSpec Max 3.0686 0.6291 1.5370 IUnStatic -0.6234 -0.0064 -0.3251 I

CV Combination Max 11.9787 0.1707 6.1189 ICV Combination Min 5.9726 -0.1496 3.0527 ICW Combination ' Max 0.1893 0.3560 0.1336 I

3 3.9374 ¡CW Combination Min -0.1904 -0.3564 -0.1342 !CM UnStatic 84378 0.0052

3 T UnStatic -0.4636 -0.4083 0.7960 i3 EQX UnRespSpec Max 11.1929 0.2489 5.0375 ,

1.4839 i3 EQY UnRespSpec Max 3.3001 06776

33

TO UnStatic

Max

-0.5573

12.8125

-0.0041

0.1626-0.324H·'6.0406 ¡CV Combination

2985Ul. 0.1537 ;

33

CV Comblnation

Combination

MinMax

6.38090.2497

-0.15720.3879CW

Combination Min -0.2505 -0.3881 -0.1538 ¡~4--;1~~c-M---+I-L-ln-St-at-ic---iIr-----+-1 -8-4~5-39--'1r---0-0047 3 9948 !

~4--;1 T__ -+I_L_in_St_at_iC---iIr--__ -+-I_-0_4_6_34_~Ir--_-0_.3_25=1~~:~~·0~.7_9-7~6-~~'

~4_1--.~E_Q_X .--+-L_in_R_e_sP,-S...:.p_e_c+-_M_ax_--+-_1_1_.2_41_4_+_._0_.2_48_7_-+-_5_2_1_7_5~¡4 I EQY UnRespSpec Max 3.2962 0.6772 1.5327 1

3 CW

46.1122

TO

Combination

-0.6720 -0.0039 -0.3251 I4

UnStatic

CV Combination Max 12.8381 0.1620

4 CV Combination Min 6.3968 -0.1570 3.0468

-o 1327 '

4 CW Max 0.1986 0.3878 0.1321 I

8 3.92894 I CW I ComblnatlOn Min -o 1998 -o 3879

CMT

UnStaticUnStatic -0.4639

9.6316 -0.0013

8 1 -0.4095 0.9349

88 I EQY

EQX

UnStatic :

UnRespSpec 1 Max 12.6255

-0.7439I LinRespSpec 'I Max , 3.7132

Combination Max

CombinationCombination MaxComblnatlon MinUnStaticUn Static

UnRespSpec MaxUnRespSpecUnStatic I

Combination Max

0.28790.7816

5.01441.4761

6.02888 TO -0.0021 -0.3889

2.9756 !8 CV 14.6247 0.1592

8 CV Mm 7.3054 -0.1578

-0.1509 t8 CW 0.2628 0.4603 0.1508 I

3.93458 CW -0.2637 -04586

0.93559 CM 9.6513 -0.0005

5.04729 T -0.4639 -0.3530

1.4797 I9 EQX 12.6727 0.2879

-0.3827

9 EQY Max 3.7194 0.7822

6.0193 J9 TO -0.8082 -0.00189 CV9 CV Comblnation__ .. . --" --d._. ,. . __.~. _

14.65107.3217

0.1601-0.1581 2.9820

1- .-, .~.

IEfJ?llr':::::::::::::::::::::::tNGENlERtA L TOA



VERSiÓN 00

~IDI IOutputCase CaseType. StepType U1( nm) U2( mm) U3( mm)9 CW Combination Max 0.2377 0.4603 0.1192

; 9 CW Combmation . Mm -0.2395 -0.4588 -0.1225 I13 CM UnStatic 12.2753 0.0183 3.9091 I13 T UnStatic -0.4648 -0.4115 1.2640 I

~-- _._.__ ...••_._--_.- -----13 EOX UnRespSpec Max 15.5578 0.4388

4~~_ .._._.-

1.456513 EOY UnRespSpec . Max 4.5315 1.174113 TO UnStatic -0.8243 -0.0422 -0.5430 I13 CV Combination Max 18.6541 0.2236 6.0042 l

13 cv Comblnatlon Min 9.0822 -0.0937 295~G13 CW Comblnatlon Max 01489 0.8194 0.143513 CW Combinatlon Min -0.1503 -0.7234 -0.1435

. 15f------- ._ .

CM UnStatic 6.5315 -0.0003 3.3160 ¡" .._. .._-_.

; 15 T UnStatic I -0.3855 I -0.3157 I 0.6113 iI

15 EOX UnRespSpec Max 8.7710 0.1746 4.3815

~15 I EOY UnRespSpec I Max 2.5735 0.4751 1.288815 TO LinStatlc -0.5251 0.0002 -0.2732 -.J15 CV I Combination I Max 10.0164 0.1186 5.1161 115 CV Combination I Min 4.9915 -0.1185 2.5546 I15 CW Combinatlon Max 0.1640 0.2680 0.1156 I15 I --e------- I ICW Combinatlon Mln -0.1649 -0.2680 -0.116117 CM UnStatlc 1.2395 I -0.0023 I 0.6264 ¡

17 T Un Static -00676 -0.2462 1 0.1044 j

¡17 EOX UnRespSpec Max 1.7319 I Ó0847-T 0.8617 í

I

17 EOY UnRespSpec Max 05076 I 0.2308 I 0.2570 .17 TO Un Static -0.1048 -0.0001 -0.054517 CV Combination Max 1.9643 0.0647 1 1.0014,- --~-I Combination17 Min 0.9801 -0.0672 ·-10.4955 t- 1 CombmatlOn I17 CW Max 0.0303 0.1211 0.0325 117 CW Combination Min -0.0304 -0.1211 -0.032619 CM UnStatic I 00000 00000 00000 I19 T UnStatic 00000 00000 0.0000 j

I19 EOX LinRespSpec Max 00000 00000 00000 ¡19 EOY UnRespSpec Max 00000 00000 00000 I---:¡g _ ..

TO UnStatic 00000 00000 00000 119 CV Combination Max 00000 00000 0.0000 ¡

19 CV Combination Min 00000 00000 0.0000 I19 CW Combination : Max 0.0000 00000 0.0000 I19 CW Combination Min 00000 00000 00000 ;21 CM UnStatic 8.4514 0.0027 -0.1475 !21 T UnStatic 0.0086 -0.4093 0.7975 121 EOX UnRespSpec : Max 11.2441 0.5236 0.1405 ¡21 EOY UnRespSpec Max 3.3179 1.4425 0.3295 I

21 TO UnStatic -0.6841 0.0048 0.0410 .21 CV Combination Max 128295 0.2370 00208 121 CV Combinatlon Mln 6.3785 -0.2363 -0.1666l21 CW Combination Max 0.2544 0.7455 0.1694 ¡----._----- ----- .- -------

: CONTRATO IDU-1,33-05.\lv< •.• : ~)

ESTUDIOS Y DISENOS DE LA TRONCAL CALLE 26 (AV 3"AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.C

PUENTE PEATONAL CAD1E1RJ7r=====INGENlERIA LTOA

Joint Displacements

HOJA 50VERSIÓN 0.0

,:Joint OutputCase CaseType StepType U1 (rrm) U2( mm)' :U3 (mml)l21 CW Combination Min -0.2556 -0.7457 -0.1693 I22 CM LinStatic 8.4697 0.0027 -0.1394

22 T LinStatic 0.0087 -0.3239 0.7979--- -------- f----'-- _ ..

22 EOX LinRespSpec Max 11.2768 0.5235 0.1357

22 EQY LinRespSpec Max 3.3067 1.4421 0.2458 I~.- ..22 TO LinStatic -0.6926 0.0045 0.0357

22 CV Combination , Max 12.8575 0.2372 0.0076

22 CV Combination Min 6.4017i

-0.2358 -0.1229

22 CW Combination Max 0.1977 0.7453 0.1282 I22 CW Combination Min -0.1988 -0.7455 -0.1279

26 CM LinStatic 9.6327 0.0077 -0.1487

26 T LinStatic I 0.0083 -0.4094 0.9364

26 EQX LinRespSpec Max 12.6355 0.5946 0.1394 !I ILinRespSpec I 1 3.7206

------ ------,26 EOY Max 1.6384 0.3311

2626

EQX

EQY

TOCV

-0.8099 0.0006Max 14.6277 0.2924

Min 7.3085 -0.27280.2724 0.8499-0.2738 -0.8476

0.0075

Max27 CW Combination

-0.1486Min

-0.9349 ! -0.0058

-0.1292-0.2556 -0.848031 CM LinStatic 12.2618 0.0612

31 T LinStatic 0.0073 -0.4105 1.2654

0.3337


-0.398831 EQY LinRespSpec: Max 4.5182 2.3527

0.0219 I31 TO LinStatic!

-0.1707 I31 CV Combination , Max '18.6358 0.5917

0.170731 CV Comblnation ' Min 9.0636 -0.2354

31 CW Combination31 CW Comblnation Mm -0.1446 -1.2358

-3-3-+--C-M--4--L-in-St:-at-i,-c-f----f--0-.0-0-00-- 0.0000

Max O1433 1.3592

-0.1705 I00000 ¡

33 T LinStatic 00000 00000

00000000000.0000

0.0000 J33 EQX LinRespSpec Max 00000 0000033 EQY LinRespSpec Max 0000033 TO LinStatic·· 0.000033 CV Comblnatlon Max 00000 0000033 CV Combination Min 00000 00000 00000 ¡--~-----~----4----4----~-----~--~33 CW Combiriation Max 00000 00000 0.0000 ¡

__3_3-,- __ C_W_ _~~_b_ln_a~~r:... __ ,~_i_n_-,- __0_0~?9_. ~~~~ __ ~oo~_J

00000000000.0000

;....

':;~):"?-\'.... .

1E1RJ7r====INGENIERIA LTOA

CONTRA TO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3"


IJlJ.<AlDiA MAYO R

'CX;:~;l-t,(.

IICC~ó..-t'g*~-I'IOol~O

HOJA 51VERSiÓN 00

•¡ ..""¡.'~([t; OutputCase CaseType StepType U1 (nrn) U2( mm) U3( mm)35 CM UnStatlc 1.4191 -0.0031 -0.5441 ¡

35 T UnStatlc 0.0558 -0.2467 0.1100 ,35 EQX UnRespSpec Max 1.8649 0.1963 0.6529'35------ 1--:-=--'

MaxEQY LlnRespSpec 0.5487 0.5402 0.2094 ,------- ------

35 TO UnStatic -0.1168 0.0001 0.0429._._._-- _ .... _-_ ...... - .._-_.-_.-------- --_ ..•..._.__ ._ ....__ ._-- --_ ...._--_._ ••.._. --_._._---35 CV Comblnation Max 2.0969 0.0361 -0.3743 I35 CV Combination Min 1.0409 -0.0394 -0.7957 I

35 CW Combination Max 0.0378 0.2783 0.0425 I35 CW Comblnatlon Min -0.0380 -0.2783 __-0042U37 CM UnStatic 6.6364 -0.0013 -2.5343 1

37 T Un Static 0.2958 -0.3153 0.6051~--- 1--- -- -- Max.-

37 EQX UnRespSpec 88476 0.5030 3.1080•......-_ ....- !----..__..._._...._----

LmRespSpecr--Max-I---2s969--r-i~387T--T--O.938837 EQY

37 TO UnStatic I I -0.5583 I 0.0006 I 0.2050 j

37 CV Comblnation 1. Max 10.0043 0.1887 -1.7813 !ny-y--CV ICombinationl Min 4.9694 -0.1883 -3.7857 137 CW Combination Max 01581 0.6861 0.1105 I37 CW Combinatlon Min -0.1590 -0.6861 -0.1102 139 CM UnStatlc 7.9843 0.0154 -3.0483 J'39 - UnStatic--

f-.T I 0.3598 I -0.3220 0.7376 ¡

39 EQX UnRespSpec Max 10.6828 I 0.6886 I 3.754339 EQY UnRespSpec Max 3.1372 1.8968 1.1345

-- I I, 39 TO UnStatic -0.6757 0.0033 0.2484

39 CV Combination Max 12.1023 0.2671 -2.1521 ,39 CV Combination Min 6.0122 -0.2416 -4.578939 CW Comblnation Max 01971 0.9403 0.1333~-->----cw---TCombin at¡OO- . I --,--0940-5 I39 Mm -0.1982 -0.1329

Joint Displacemel'lts

41 I CM LlnStatlc 84775 00008 I -31164~- --------- 1------41 T LlnStatlC 0.3596 -0.4086 0.797941 EOX UnRespSpec Max 11.3471 0.7293 3.6456 l41 EQY UnRespSpec : Max 3.3531 2.0126 1.1735

¡

41 TO UnStatic -0.7326 0.0029 0.2464 I

41 CV Combination Max 12.8644 0.2907 -2.1057 ¡

41 CV Combination Min 6.3754 -0.2926 -4.682341 CW Combination Max 0.2637 0.9934 0.2059 j

¡

41 CW Combination Min -02650 -o 9938 -0.2057,

42 CM UnStatic 8.4859 0.0007 -3.0564 I42 T UnStatic 0.3597 -0.3254 0.7994 ¡42 EQX UnRespSpec Max 11.3099 0.7291 3.7434 !42 EQY UnRespSpec, Max 3.3176 2.0119 1.1350 i

! 42 TO UnStatic -0.7118 0.0027 0.2485 I42 CV Combination Max 12.8789 0.2912 -2.1494 ¡42 CV Combination Mm 6.4076 -0.2924 -4.5890 ~42 CW Combination Max 0.2003 0.9930 0.1370 j

i

42 CW Combinabon Mln -0.2014 -0.9933 -0.1366 I46 CM UnStatic 9.6596 0.0023 -3.1243 ¡----_ ..._-_ .•._-_._--- ._ •.__ ..•..•- --_._-_. ----- - .....•.•,.... - -- .•...- __ """"_.

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CPNJRATO IDU-133-05ESTUDIOS y DISENOS DE LA TRONCAL CALLE 26 (AV 3"

AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTA D.CPUENTE PEATONAL CADIEIRJIf

=====JNGENlERJA LTDA

L, ••

HOJA 52VERSiÓN 00

';Joint I :qufputcas.~. ;'ÜóintDisplacemenfs

CaseTyJ.l1C Step.JYPe 1 __ U1.(JIITI ):46 T -0.4096 0.9369 I

-04101

1.7871

-1 6513

LínStatlc 0.3593

46 EOX LínRespSpec Max 12.6875 0.8460 3.635546 EOY LínRespSpec Max 3.7379 2.3358 1 1755 '

46 TO LínStatlc -0.8553 0.0012 011341

46 CV Combination Max 14.6683 0.3968 -2.1042 I-+----+------+.- ._----- :;--¡46 CV Combinatlon Min 7.3334 -0.3796 -4.6951 I46 CW Combination [ Max 0.2794 1.1458 0.2091 I46 CW Combination Min -0.2806 -1.1432 -0.2089 I47 CM LínStatic 9.6870 0.0027 -31446 I47 T LínStatic 0.3593 -0.3531 0.9370 I47 EOX LínRespSpec Max 12.7406 0.8464 3.6301 I

47 I CV I Combinatlon I Max 14.7055 0.3962_-+-_-_2_.18_4_5 J47 I CV I Combinabon I '47 CW

47 CW

r 51 CM51 T 0.3583 1.266051 I EOX '---1 LinRespSpec I Ma~I-15·4205-r-12375~··T--T6:J13-·-1

51 I EOY ILínRespSpec I Max I 4.4909 _.~~1- __~s.o.~.-J51 I TO I LínStatlc I I -0.9968 0.0114 -02015!51 I CV I Comblnatíonl Max I 18.5962 0.9209 I -2.0978.-J

51 I CV I Combination I Min I 9.0244 I -0.3638 I -4.7135 I

._-----'"~ ,53 I CM I LinStatlc I 8.5331 0.0044 I -6.1667

~

53 T LínStatic 0.7106 -0.4095 0.7992,

.- j

53 EOX LínRespSpec Max 11.5256 0.9764 6.7574 ¡53 EOY LínRespSpec I Max 3.4114 2.6958 2.2073

53 TO LínStatic -0.7953 -0.0015 0.4470 !'l,

53 CV Combinatlon 1 Max 12.9417 0.3297 -4.0874 I53 CV Combinatlon Min 6.3839 -03298 -9.3316 ,,53 CW Combination Max 0.2731 1.3018 0.3260 ~

I53 CW Combinatlon Min -0.2747 -1.3025 -0.3258 !54 CM LínStatlc 8.4942 0.0045 -6.1585

,f

54 T LínStatic 0.7107 -0.3241 0.7994 I54 EOX LínRespSpec Max 11.3473 0.9757 6.8059 i54 EOY Lín RespSpec Max 3.3284 2.6938 2.1240 154 TO LínStatic -0.7261 -0.0012 0.4476 I54 CV Combination Max 12.8927 03308 -4.2057 !54 CV Combination . Min 6.4059 -0.3292 -9.3099 I54 CW Combinatlon Max 0.1982 13007 0.2468 t

54 CW Combination Min -0.1992 -13013 -0.246858 CM LínStatlc 9.6943 0.0133 ·6.170658 T LínStatic 0.7102 -0.4096 0.9382_.--~..,,''''''''~---_. ."'---------- _ ......._-- M"_,""","_'''''''''''''''"'-''

51 I Comblnatlon I MaxCW

I Combination I Min51 CW0.1315

-o 1328

0.2157

-o 2155

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1€1Rf!f====INGENIERIA LTDA

CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3"


IJAl(ALD'A MAYOR

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HOJA 53VERSiÓN 0.0

Joint Displacem~ntsU1. ( rrri))'clJ2 (mm j.. U3'1( mm) ~

1.1647 6.7594 I

-0.0036 0.3140----+----------r- ..-o~.5~1~0~2--+-----4.0903-t--·-_

0-.4--:7·-16c----¡---9-.33-9-8-----

3.2183 2.2083

T

63 I CM -- ~¡nSt;3i:IC I 12.1849 I 0.1349 I -6.1780 ,I

i T I linStatiCT 07093 -0.4098 I 1.2672

3 EOX lin RespSpec i Max 15.2952 1.6889 6.7652

3 EOY linRespSpec : Max 4.4544 4.6658 2.2094 I3 TO linStatlc -1.0571 0.0245 00000 i~.

- Combinatlonr-63 CV Max 18.5239 1.3361 -4.0946

63 CV Combination Min 8.9673 -0.4966 -9.3486 ,63 CW Combinatlon Max 01169 2.2666 0.3258

63 CW Combinatlon I Min -0.1182 -2.1182 -0.3256

'65 ------- I -¡-¡-12.2449CM linStatic 0.1901 -8.7378 í~- I I ----¡- 1.0128 I----- r------u--¡m-

65 T linStatic -0.4097-IlinRespSpec I I I 165 EOX Max 15.2942 2.1524 91846

65 EOY linRespSpec Max 4.4548 5.9501 3.0747

65 TO LinStatic -1.1177 0.0343 01742

65 CV Combination Max 18.6185 1.8098 -5.7042

65 CV Combinatlon Min 8.9861 -0.6035 -13.2692 ¡65 CW Combinatlon Max 0.0987 2.7538 0.4442

,65 CW Combinatlon Mln -0.1000 -2.5832 -0.4441 ¡,67 CM linStatic 98827 0.0088 -8.9664 ,67 T linStatic 1.0465 -0.4096 0.9559 ,

¡ 67 EOX linRespSpec Max 12.9983 1.5675 93975 I

L 67 EOY LinRespSpec----- f-- 3.8326 4.3321 31617Max

67 TO linStatic -0.9769 -0.0002 0.5029 ,67 CV Combination Max 14.9915 0.5725 -5.8473 !67 CV Combination Min 74824 -0.5540 -13.624567 CW Combination Max 0.2933 2.0231 0.4635 167 CW Combination Min -0.2955 -2.0214 -0.4635 ¡68 CM linStatic 99145 0.0085 -8.9930 I

68 T linStatic 1.0465 -0.3532 0.9559 ¡

68 EOX lin RespSpec Max 13.0372 15675 93670-- "" ... '...•.. __ • _ •••• .-- .•• ' •..•••. _. ____ ~ ___ ~_C>:. __ , •. , __,_ .•._., __ .•.• __ .'·W.~W_"_~.__ _w_·..·...__ ·_~w_~. .,'-"'-~---_v~___ ~.~~....

Comblnatlon Min -0.4724 -9.4567C~~~~M-ax---+--~~:--~--1~.5~2~6~2--+--0~.2~4~0~7

Combinatlon ]M/n -0.2949 -1.5239 -0.2481

• lo. 0."vOJ1.$

+ CONTRA TO IDU~t33-05ESTUDiOS y DiSEÑOS DE LA TRONCAL CALLE 26 (AV 3a

AEREOPUERTO EL DORADO - AV. JOSÉ e MUTiS) - BOGOTÁ D.CPUENTE PEATONAL CAD

68 CV Comblnation Max 0.5718 -6.0616----~--------~------~r_----~--------~---------b_-----~68 CV Comblnation , Min -0.5543 -13.8435

!€/Pllf====INGENlERIA LTDA

HOJA 54VERSiÓN 00

3.8382

-0.990815.05627.5216

; 0.2780-0.27848.79071.0607

11.9335-0.4097 __ ~~_J1.3569 9.4970 I

72 CM LinStatic I

68 CW Combination Max 2.0229 0.371168 CW Combination Min

-0.0399 -9.0716 I-2.0215 -0.3858 I

72 T LinStatlC ;

72 EOX LinRespSpec Max

__7-2--1-----E-O-Y----I-L-in-R-e-s'-p-S-~-~c1 Ma_x__ +--- _: 72 I!O LinStatIZ-¡--- __ -+- _72 CV Comblnat~x

3.5283 3.7367 3.1894

I ~r----·-T-0.884 -0.0429 0.64541333 -- 0.1046 -- -59144--

6.5628 -0.5121 -13.7829,1

1 I-,.-

0.2680 1.7948 0.4606-0.2695 -1.8215 -04606 I12.4134 0.2734 ¡ -11.47561.3620 -0.4097 I 1.319115.3911 27560 I 116630

40203

72 CV Combination Min

72 I CW I Combination I Max72 CW Combination ' Min

74 I CM 1 LinStatlc ,1

74 ] T I LinStatic I74 I EOX I LinRespSpec I Max

74 I EOY I LinRespSpec I Max74 I TO I LinStatlc I

74 CW

74 I CW

76 I CM

76 I T

76 I EOX

1.3956

Max 13.3655

76 I EOY I LinRespSpec ,1 Max 1 3.9351 J 5.5943 I 4.1064

76 TO LinStatic i -1.0672 -0.0044 0.6921

76 CV Combin ation ' Max 15.5170 0.6665 -7.5220

76 CV Combination Min 7.7099 -0.6398 -17.8042

76 CW Combination ' Max 0.2887 ; 2.5693 0.6088

76 CW Combin ation Min -0.2906 -2.5681 -0.6089

77 CM LinStatlc 10.2605 0.0169 -11.7408 ¡77 T LinStatlc 1.3957 -0.3533 0.9917

,},

77 EOX LinRespSpec Max 13.4045 2.0241 11.8580 ¡I

77 EOY LinRespSpec Max 3.9451 5.5939 39387 I77 TO LinStatlc

I-1.0792 -0.0045 0.6859 I

77 CV Combination Max 15.5886 0.6667 -7.8485 I,77 CV Comblnation Mm 7.7524 -0.6396 -18.1321 I77 CW Combination Max 0.2854 2.5689 0.5023 •,77 CW Combinatlon , Min -0.2852 -2.5679 -0.5233 ¡,81 CM LinStatlc 92126 -o 1053 -11 7910

81 T LinStatic 1.4098 -04098 0.8535 ¡¡

81 EOX LinRespSpec Max 12.4500 1.7573 11.9519 I81 EOY LinRespSpec Max 3 5.~>~~:~~_~ __ ~_1292 .J-- -~ ._._--'-'

1E1RJ7r===INGENlERJA UDA



IJAl(ALDIA MAYOR

.lIOQ-Oflot.C,

M:~~~~~"'o

HOJA 55VERSiÓN 00

Joint Olsplacemenfs~oíñl~.·OutputC~~ Case'fYpe StepTvP.e U1 (rrm) U2( mm) U3( mm) j.:.-..2.~_81 TO LinStatic -0.9948 -0.0174 0.8315 ,81 CV Combination Max 13.9744 -0.1185 -7.5840 I81 CV Combination Min 6.9056 -0.7421 -17.9536 I

81 CW Combination Max 0.2477 2.3136 0.603881 CW Combinatlon Mm -02492 -2.3598 -0.6039 183 CM LinStatlc 1-25350-- --03477~

-_._~~.-13.9792 1~83----T- --~----: 1 7112 -04097 1.3550LlnStatlc

83 EOX LinRespSpec Max 154493 3.3679 13.8352 ¡~83---EOY -- ----~-_.------- ~45066-~ f-- 9.3147LlnRespSpec Max 4.9052

83 TO LinStatic -1.2719 0.0437 0.5332

83 CV Combination Max 19.0683 3.0698 -8.8943,

~ ,, 83 CV Combination Min 9.1299 -0.9403 -21.3110,.. - I Combinatlon I T 399-35 I83 CW Max 0.0430 0.7331 I

83 CW Combinatlon Min -0.0443 1 -3.7569 I -0.7333 ,

85 CM LlnStatic I 10.5613 I 00132 I -14.1726~ ¡-----_._~---c------ ..- ----¡- 1 7448T--~0 4098-,1 .027685 T LinStat.lc...- ~ILinRespSpec I Max 13.7195 T 2.4683 14.0043

85 I EOY I LinRespSpec I Max 4.0198 I 6.8216 4.98210.8574-9.0121-21.6127

0.7505-0.7507 ~-14.2359

,,1.0276

140111

85 TO LinStatlC~'-4--------4~--~------4-------~----~----~85 CV Combination85 CV Combination ' Min

Max

-11614 0.0044

16.0304 0.75627.9265 -0.7347

0.2389 3.0875-0.2408

10.5887

85 CW Combination Max

86 T LinStatic

86 EOX I LinRespSP9CI Max

85 CW Combination Mm'86-+----C-M-----+-Li-nSt-at¡cT---l------

_.JLiñR9spspecT- Maxl----¡-62~1-6.8214

----\86 EOY 4.7570 ;

86 TO LinStatic I I -1.1665 I 0.0044 0.854486 CV Combinatlon Max 16.0948 0.7564 -94268 ¡86 CV Combination Mm 7.9680 -0.7345 -22.0058 ;

86t----

CW. -------_._._---- -_._._-_ ...- f-.-- ..-- -_._-_.

0.6238Comblnatlon Max 0.2335 3.0872 ¡86 CW Combination Min -0.2328 -3.0861 -0.6492 I- 190 CM LinStatlc 9.6450 -0.1432 -14.261490 T LinStatlc 1.7590 -04099 0.8894 190 EOX LinRespSpec Max 12.9373 2.1336 14.0805 I90 EOY LinRespSpec Max 3.7949 5.8760 5.0033 j

¡

90 TO LinStatlc -1.1019 0.0007 0.9955 I

90 CV Combination Max 14.6350 -0.2548 -9.065990 CV Combination Min 7.2716 -0.9271 -21.7464

, 90 CW Combination Max 02185 2.7817 0.7473 t90 CW Combination Min -0.2200 -2.8393 -0.7476 I92 CM LinStatic 12.6070 04067 -16.1945 ¡92 T LinStatic 2.0603 -04098 1.3908 I

•• 92 EOX LinRespSpec Max 154668 3.9588 15.6683 !92 EQY LinRespSpec . Max 4.5167 10.9478 5.7071 I92 TO LinStatic -1.3449 0.0656 0.6750 I-_ .•... _ .. --- N_'~_"_ ..•.._--_. --•..._--_._ .._----,- -~-

1E1RJ/f=======INGENlERIA LTDA.

CONTRA TO IDU-133-05ESTUDIOS y DrSE:ÑOS DE LA TRONCAL CALLE 26 (AV 3"

AEREOPUERTO EleDORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD HOJA 56

VERSIÓN 0.0

Joint Displacements ,diJoint Outputqase CaseType Step1'ype U1 (nm) U2 (mrrfW' U3( miiílJ:i92 CV Comblnation Max 19.1808 3.6251 -101984 J92 CV Combination Min 9.1589 -1.1594 -24.7155 I92 CW Combination :1 Max 0.0166 4.5718 0.871192 CW Combination Min -0.0178

,-4.3077 -0.8715

94 CM LinStatic : 10.8756 0.0412 -16.3735i

94 T LinStatic : 2.0940 -0.4117 1.063594 EOX LinRespSpec Max 14.0276 2.8682 15.823294 EOY LinRespSpec Max 4.1007 7.9267 5.7917 .~

94 TO LinStatic -1.2506 -0.0111 10000¡¡

-----10.2923 J94 CV Combination Max 16.5182 08687

94 CV Combination Min 8.1283 -0.8034 -24.9846 I94 CW Combination ' Max 0.2096 3.5341 0.8939 ,94 CW I Comblnatlon I Mm -0.2109 -3.5326 -0.893095 CM LinStatic 10.9056 0.0411 -16.4448 !95 T LinStatic 2.0940 -0.3535 1063

4H

95 EOX LinRespSpec Max 14.0475 2.8680 158348 ,95 EOY LinRespSpec Max 4.1075 79261 54965 !

I I

( 95 TO I LlnStatlc I -1.2553 -0.0111 1.00·15 f95 CV I Comblnation I Max 16.5802 08686 -10.7954 !95 CV I Combination I Min 8.1746 -2543~~95 CW I Comblnation I 0.7448 I95 CW -0.7722 !99 CM 10.0797 -0.1185 -16.4545 ¡99 T 2.1082 -0.4118 0.9253

¡¡

99 EOX Max 13.3949 2.4703 15.889799 EOY LinRespSpec J Max 3.9149 6.8021 5.809399 TO LinStatic : -1.2062 -0.0011 1.1369 1

99 CV Combination l Max 15.2995 -0.3118 -10.340899 CV Comblnation Min 7.6482 -0.9584 -25.107199 CW Combination . Max 01842 3.1886 0.8902 199 CW Combination Min -0.1857 -3.2504 -O 8893 I101 CM LinStatic 10.3701 -0.1321 -181091101 T LinStatic 2.4117 -04114 0.9413 I101 EOX LinRespSpec Max 13.7022 27012 171751

,!

101 EOY LinRespSpec, Max 3.9961 7.4323 6.4104

101 TO LinStatic -1.2892 0.0076 1.2289101 CV Combination Max 15.7446 -0.4477 -11.2909101 CV Comblnation Min 7.8395 -1.0086 -27.6543101 CW Combination Max 0.1544 3.4828 09903 I101 CW Comblnatlon Mln -0.1558 -3.5391 f--_098991

103 CM LinStatic 11.0564 0.0336 -181073 ,103 T LinStatic 2.4113 -0.4114-- 1.0802 i103 EOX LinRespSpec Max 14.2159 3.1631 17.1740 I103 EOY LinRespSpec Max 4.1448 8.7400 64118103 TO LinStatic -1.3254 -0.0031 1.0971103 CV Combin ation Max 16.8038 0.8623 -11.2903-_.

!€/ffrlf=::::::::::::::::::/NGENlERIA LTDA



VERSiÓN 00

., Ilr~ ····//~loirifDisplacélñent$U3 (mm) j1,Jofnl OutputCase CaseJype Stei>Jype ~'í U2{ mm)~U1( rrrnJ

103 CV Combination Min 82467 -0.8063 -27.6531

103 CW Comblnation Max 01599 3.8719 0.9918 I

103 CW Comblnation Min -0.1602 -3.8705 -0.9914

104 CM lInStatic 11.0844 0.0335 -18.1866,

~-- >-.--._---- --- ---- --_ .. ---- '--------_.- -------- -----_._. --¡104 T lInStatlc 2.4113 -0.3536 1.0802~-------_ ...._- ,_.._------ -_._ ..- ~---- -----_._- _ ...

104 EOX lInRespSpec Max 142320 3.1630 17.1909 !•...-104 EOY lInRespSpec Max 4.1503 8.7397 6.0639~104--_ .. -------

TO lInStatlc -1.3279 -0.0030 1.1017~T04._---¿;¡ .......- --_._--_._--,- --- _.- ..- ...._.__ ._-

-1'68578'------------ --_._---

Combinabon Max 0.8621 -11.8482 j~104,...- CV Combin Btion Mln 82925 -0.8065 -28.1200

104 CW Combination Max 0.1619 3.8716 0.8311 ¡104 CW Comblnatlon Mm -0.1613 -3.8705 -0.8552 !~1ó8- ..·-C-M---- ~TnStatkl- 12.5369 0.4296 -18.1003 !108 T I lInStatiCT 2.4104 -0.4099 14093 1

~~8 ~X __ JlInRese.?J:l!.cl. Max 15.3758 4.4445 17.1679 ¡10sr- EOY IlInRespSpecl Max 4.4928 '11'22915 I 6.4035 )

~ ....¡--.---_._-- -1-~-'------¡-14011 -ro 0742','- 07833108 TO lInStatlc~-----_._.- .._----- - .._---

110 0.9422110 Max 139849 183120 f

-110 EOY IlInRespSpec I Max 4.0721 78694 6.9878

j.10 f_~IO_~+_LiO"~ __ .._.-t -13784_-t_~?089 -. 1.3023

110 CV Combination' Max 16.1440. -0.3429 -12.1598 I

'110 CV !comb;ñat,on I MIn I 8 0119 I -1 .0305 -30.0553~ .110 CW Comblnation Max 01235 3.7083 1.0870

110 CW Combinatlon Mm -0.1248 -3.7641 -1.0867 ¡

11T 1---Ci\iI""--- --"-. -_ .. 11.1727-- ---0.0417-LlnStatlc -T96774 -¡112 T '-LinStatlc 2.7623 -0.4115 1.0811112 EOX lIn RespSpec Max 14.3555 3.3707 18.3206 !1- -"" .._ .._-----,-- -:--.:-._ ...•..112 EOY lInRespSpec Max 4.1814 93084 69921 I

I,112 TO lInStatic -1.4036 -0.0098 1.1696112 CV Comblnation Max 16.9845 0.7443 -12.1655 j112 CV Combinatlon Min 8.3277 -0.6788 -30.0695 !

\ 112 CW Combination Max 0.1309 4.1229 1.0884 I112 CW Combination Min -0.1316 -4.1219 -1.0881 I

113 CM lInStatic 11.2036 0.0418 -19.7412 ¡

113 T lInStatlc 27624 -0.3537 1.0811113 EOX lIn RespSpec Max 14.3731 3.3705 18.3185 ¡-113 EOY lInRespSpec Max 4.1880 9.3078 6.5803 I

113 TO lInStatic -1.4036 -0.0099 1.1639 I

113 CV Comblnation , Max 17.0456 0.7444 -12.7631 ¡113 CV Combination Min 8.3786 -0.6786 -30.5238 1-- .•.._ ..•_-_._-_. _ ••••. _ •• ,,'v· ••• ___

c.Jjlmt¡t~~.~1E1RJ7r-=:::::::::::::=::IN6ENlERIA L TOA.

CONTRATO IDU-1.33-05'ESTUDIOS Y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3"

AEREOPUERTO EL DORADO - AV JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD HOJA 58

VERSiÓN 00

Joint• el .' .;~JolntDi§placemenls

QútputCilseA I "CaseTYPe ~tepÍYPee I=Uffrrm )113

TEOX

EOYTOCV

CVeCWCW

CMT

EOX

EOY

TO

CVCVCW

CWCM

T

EOX TLinRespSpec I 145413

eO.4101 14102 ¡

CW Combination Max O1381 4.1225 0.9137 ICW· Combination Min eO.1369

CM LinStatic 12.3589113117

e4.1216 eO.9372 I0.4173 e19.6977 I,

Max ,Max

MaxMin

MaxMin

Max

Max

Max

Mln

Max

117 LinStatic 2.7615

117 LinRespSpec 15.2134 4.7946 18.3418 I117 LinRespSpec 4.4454 13.2619 69912 I117 LinStatic e1.4595 O.0688 0.8564 I117 Comblnation 18.8018 4.0880 e121904 ¡117 Combinatlon 8.9940 e15141 e3010441e.e-+ -__.-+----+-----I-.---+----.-:..-4117 Comblnation 0.0155 5.3619 10869!117 Combination eO.0167 e50995 e1.0876 I119 LinStatic 12.2489 0.4157 e20.7649!

119 I I LinStatlcj 3.0650 e0.4102 1.4262 I~·-11~9~1~~~~--.~IL~in~R_e~sp_s~p-ec~~~__.--_+--1-5-.1~07~0_+_--5._10-4-0 __ ~-19-0-6-2 __8 ~119 I ILinRespSpec I 4.4162 141189 74145'

119 1I LinStatic il e1.5136 0.0602 0.9128

119

119 I119 I121 I121 I I LinStatic I 3.0986

121 I

e12.7658

e31.7478

1.1701

e0.4103 1.0988

36069 19 1047121 EOY LinRespSpec Max 4.2312 9.9595 7.4466 J121 I TO LinStatic e1.4784 0.0046 1.2309 I121 CV Combination ¡ Max 17.2722 0.7222 e12.8025

,!

121 CV Combination Min 8.4443 eO.6919 e31.8588

121 CW Combination Max 0.0834 43808 1.1781 ¡

121 CW Comblnatlon Min eO.0848 e43793 e11789

122 CM LinStatic 11.3823 0.0191 e20.8967

122 T LinStatic 3.0986 eO.3538 1.0988 ¡t

122 EOX LinRespSpec Max' 14.5438 3.6068 19.1016 I122 EOY LinRespSpec Max 4.2320 99591 6.9892 ~~122 TO LinStatic e1.4801 00046 1.2210 ¡122 CV Combination Max 17.3163 0.7224 e134196 ¡122 CV Combination Min 8.4893 eO.6917 e32.3004 I122 CW Combination Max 0.0871 4.3805 09904 I122 CW Combinabon Min eO.0857 e4.3792 e1.0185 I126 CM LinStatlc 10.9685 eO.1536 e208657 !126 T LinStatic 31128 eO.4103 0.9606 !

126 EOX LinRespSpec Max 14.3010 30521 19.1231 ¡

126 EOY LinRespSpec Max 4.1590 8.3794 7.4526

126 TO LinStatic e1.4581 eO.0089 1.3663 I,126 CV Comblnatlon Max 16.6616 eO.2781 e12.8191 ~126 CV Comblnation Mm 8.2224 e1.0835 e319057 ,

I126 CW Combinatlon Max 0.0843 3.9259 _ .2.~e~66 .J__ '-o '-.- _._---_. --'. __ .•..

1E~7r====INGENIERIA LroA


AEREOPUERTO EL DORADO - AV JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD

11AlUlDIA MAYOR

e(W;GfAt,(

f>C!)~L':t(f".O¡I.NO

HOJA 59VERSiÓN 00

~!!II15~. JbintOisplaceni.entsU3 t,mm I1~íó}' Output~~ CaseT\tPe St~pIYPe .•U1 (rrm) ."U2 (mm)

126 CW Combination Min -0.0856 -3.9892 -11774 I128 CM LinStatlc 12.1363 0.4327 -21.6129

128 T LinStatic 34141 -0.4103 1.4620 !~1128 EQX LinRespSpec Max 14.9899 5.4668 19.5647


128 -- --_.-TO LinStatic -1.5781 0.0605 0.9716

'128 CV Comblnation Max 18.4610 4.5996 -13.1999

128 CV Comblnatlon Mm 8.8476 -1.9042 -33.0549..__ .

'128 CW Combination Max 0.0587 5.9431 1.2627- ..

128 CW Combination Mm -0.0599 -5.6778 -1.2636

; 130 CM LinStatic 11.5882 0.0459 -21.6617

'130 ----- ---!T LinStatlc 3.4478 -0.4116 1.1347

: 130 EQX LinRespSpe;:¡- Max 14.7223 3.8346 19.5902

~ EQY LinRespSpec Max 4.2841 10.5899 7.8298: 130 TO LinStatic -1.5631 -0.0095 1.2866

• 130 CV I Comblllatlon I Max 17.6063 0.8503 -13.2120 I.. IComblnatlon I I I I~

130 CV Min 8.5719 -0.7747 -33.1279130 CW Combination Max 0.0355 4.5997 12733130 CW Comblnatlon I Min I -0.0372 -4.5982 -1.2734

I 131 CM LinStatic 11.5988 I 0.0458 I -21.7302 I131 T LinStatic 3.4478 -0.3540 11347 ¡

'. 131 I EQX I LlnRespSpec I Max 147255 38343 195911

131 EQY LinRespSpec Max 4.2841 10.5891 7.3130 I131 TO LinStatic -1.5650 -0.0095 1.2818 1131 CV Combination Max 17.6457 0.8503 -13.8785 I

~31 CV Combinatlon Min 8.6214 -0.7747 -33.5928 I131 CW Combinatlon Max 0.0440 4.5992 1.0701 I

131 CW Combination T Min -0.0425 -4.5979 -1.0992,

135 CM LinStatic 11.3391 -0.1164 -21.6834

135 T LinStatlc 34620 -0.4116 0.9965--- ---=.,--'-- ~-_ .._- r--- 32371 -- [--195997'135 EQX LinRespSpec Max 14.6158135 EOY LinRespSpec Max 4.2498 8.8918 7.8328135 TO LinStatic -1.5528 -0.0146 1.4198

"--'~-"-"""---' >--::--:-'-.,-'-135 CV Combinatlon Max 17.2293 -0.2853 -13.2223 I135 CV Combination Min 8.4428 -1.0290 -33.1591 I

1135 CW Combinatlon Max 0.0382 4.1177 1.2720 j135 CW Combination Min -0.0396 -4.1845 -1.2720 I137 CM LinStatlc 11.9800 0.4462 -22.0763 I137 T LinStatic 3.7633 -0.4104 1.4979 I


137 EQY LinRespSpec Max 4.3454 15.8763 8.0416 ,137 TO LinStatic -16402 0.0515 1.0065137 CV Comblnatlon Max 18.2217 4.8407 -13.4044

137 CV Comblnatlon Min 8.7482 -2.0894 -33.7719 I137 CW Combination Max 0.0809 6.1658 1.3376 I137 CW Combination Min -0.0820 -5.8982 -1.3386 I--_ .. _. _ ••• _- '----- __ o

c.~t~t1ir~r.tffi~~r~"!f""9-IEIRJIf===INGENlERIA LTOA.

,.·C.ONTRA TO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3"


VERSiÓN 00

:JU3 (rnmilJ-22.0907

7 . '" 'JQipJJ)isglacemenfs -iJolñt':Q:YtRírtci[~I:c~~g~!:!•.~$t~R~:Vj:trl.rnrn L :"V~(mn:t139 CM LinStatic 11.7665 0.0313139 T

139 EOX139 EOY

139 TO

139 CV139 CV

139 CW

139 CW

140 CM140 T

140 EOX

140 EOY

140 TO140 CV

140 CV

140 CW

140 CW144 CM

LinStatic

LinRespSpec I MaxLinRespSpec MaxLinStatic_ .._---

Comblnatlon MaxCombination Min

Comblnabon Max

Combination MmLinStatlc

3.7969 -04117 1.1705148663 4.0322 19.72664.3313 11 1380 8.0629

8.6713 -0.8902 -33.792600197 4.7857 1.3445

-1.3447 ¡-22.1630 J1.1705 I19.72857.5021

-0.0211 -4.784111.7758 0.0311

LinStatlc 3.7969 -0.3541LinRespSpec' Max 148665 4.0321ILlnRespSpec 1 Max 4.3286 11.1378 II LinStallc --+1~---+---1-64-6-1-+----0 -00-1-3- ¡r------13-1~57I Combination 1 Max 17.9211 0.9413 1 -14.0870 ¡

I Comblnation 1 Mm 8.7282 -0.8904 " -314.1.23604641.....•I Combination 1 Max 0.0135 4.7854 IlI Comblnation 1 Min -0.0117 -4.7841 1 -1.1601I LinStatic [ 11 6759 -O 1331 1 -22 0963

144 I T LinStatlc 3.8111 -0.4117 1.0323 I144 EOX LinRespSpec Max 14.8899 3.3901 19.722U144 I I LinRespSpec 1 - ¡EOY Max 4.3343 9.3145 8.0623 !144 I TO 1 LinStatlc 11 ,1 -1.6454 ,1 -0.0062 I 1.4518144 CV Combinatlon : Max : 17.7462 -0.3580 -13.3968144 CV Combination ' Mm 86406 -1.0706 -33.7989144 CW Comblnatlon Max 0.0089 4.2699 1.3437144 CW Combination Min -0.0103 -4.3383 -1.3438146 CM LinStatlc 11.7822 0.4562 -22.1379 -146 T LinStatic 4.1125 ~6_ 1.5337 t'146 EOX LinRespSpec Max 14.6663 2 19.5572 J146 EOY LinRespSpec Max 4.2953 16.3495 8.1454146 TO LinStatic -1.7000 0.0353 1.0186146 CV Combination Max 17.9183 4.9968 -13.3716 I146 CV Combination Min 8.6258 -2.2167 -33.8723 ~146 CW Combination I Max 0.0997 6.2972 1.3906 I146 CW Combination Min -0.1009 -6.0295 -13916 I148 CM LinStatic 11.9105 0.0357 -22.1195 I148 T LinStatlc 4.1461 -0.4106 1.2064 r148 EOX LinRespSpec Max 14.9717 4.1266 19.5230 I148 EOY LinRespSpec Max 4.3715 11.4005 81400 !148 TO LinStatlc -1.7256 -0.0059 1.3294 I148 CV Combination Max 181039 1.0190 -13.3560 !148 CV Comblnatlon Min 87569 -0.9609 -33.8490

,,,148 CW Combinatlon Max 0.0721 4.8623 13893 !148 CW Combination Min -0.0735 -4.8609 -13904 !149 CM LinStatlc 11.9135 0.0360 -22.1962

IEIRJIf====INGENlERIA LTOA

CONTRATO IDU-133-05ESTUDiOS y DiSEÑOS DE LA TRONCAL CALLE 26 (AV 3"

AEREOPUERTO EL DORADO - AV. JOSÉ e MUTiS) - BOGOTÁ D.CPUENTE PEATONAL CAD

11~lCALD¡A MAYOR

,OQOT'!C,<:,~c!J~ó:'Ltg~no.r."IO

HOJA 61VERSiÓN 00

Joint Displacenümts!J:Qllil '~WOutputC~~e CaseType StepType lt1 (nmU c.U2 (111m) U;Jlmm) ¡149 T LinStatic 4.1461 -0.3542 1.2064 I149 EOX LinRespSpec Max 14.9711 4.1263 19.5289 I149 EOY LinRespSpec Max 4.3663 11.3995 7.5641 j

, 149 TO LinStatic -1.7258 -0.0060 1.3278l-- 1---- ._-149 CV Comblnatlon Max 18.1335 1.0191 -14.0487_ .. ._-_.- -----_.,149 CV Comblnation Min 8.8107 -0.9606 -34.3262---149 CW Combination Max 0.0634 4.8618 11748

149 CW Combinatlon Mm -0.0614 -4.8605 -1.2049 i'1---153 CM LinStatlc 11.9757 -0.1630 -22.1094

153 T LinStatic 4.1603 -0.4107 1.0682l

¡153 EOX LinRespSpec Max 15.1234 3.4746 19.5058

~15-3-----_ ..- -----_.--- ._--- - - -----

EOY LinRespSpec Max 4.4123 9.5483 8.1355 ¡t153

-_.

I ITO LinStatic -1.7355 -0.0035 1.4607 I--- ---153 CV Comblnation Max 18.2075 -0.4405 -13.3476 I153 CV Combination Min 8.8150 -1.1236 -33.8317- I I l153 CW Comblnaríon Max 0.0580 4.3441 1.3890153 CW ICombination Min -0.0593 -4.4128 -1.3900

155 J TO LinStatic -1.7575 0.0360 1.0079 I

:155

1CV Combination l Max 17.5559 5.0647 -13.1049 j

155 CV Combination Min 8.4821 -2.2837 -33.3561 I155 I CW I Comblnatlon I Max 01148 63389 14189155 CW Combination Min -0.1160 -6.0719 -1.4200 I

í 157 CM LinStatic 12.0113 0.0266 -21.7450 ¡~ - I I I I I157 T LinStatic 4.4952 -0.4117 1.2423

157 EOX LinRespSpec Max 15.0443 4.1867 18.9876

. 157 EOY LinRespSpec Max 4.4065 11.5683 8.0885 ~157··· TO LinStatic -18037 -0.0007 1.3167157 CV Combination Max 18.2542 1.0812 -13.0588

'157 CV Combination Min 8.8068 -1.0369 -33.2740l

157 CW Combinatlon Max 0.1237 4.9041 1.4180

157 CW Combination Mln -01249 -4.9025 -1.4184 ,158 CM LinStatic 12.0106 0.0265 -21.8209 .158 T LinStatlc 4.4953 -0.3543 1.2422 J158 EOX LinRespSpec Max 15.0382 4.1867 18.9895 J'158 EOY LinRespSpec Max 4.3970 11.5680 7.4795

158 TO LinStatic -1.8033 -0.0006 1.3144 1

158 CV Comblnation Max 18.2844 1.0811 -13.7619158 CV Comblnation Min 8.8655 -1.0371 -33.7539158 CW Combination Max 01120 49039 1.1947158 CW Comblnatlon Ivlln -0.1100 -49025 -1.2246

162 CM LinStatic 12.2332 -0.1476 -21.7192162 T LinStatlc 4.5094 -0.4118 1.1040 ;•. --...,.+ ..,.'" _.->--,~.-----~~..~

- I

~I

ti •t~I!jI-rat!,~~'*~,"'t

!€/RJ7r=====INGENfERIA LTOA.

" CQNTRATO IDU-133-05ESTUDIOS y DI,Sf:r\iOS DE LA TRONCAL CALLE 26 (AV 3~

AEREOPUERTO EL DORADO - AV. JOSE C. MUTIS) - BOGOTA D.CPUENTE PEATONAL CAD HOJA 62

VERSiÓN 0.0

.,," ,.- , ;_L;Joro.LQiíJlI~~r:ne6ts:" '~;:::'~ """""'i.luoJñfl;;Lq¡¡fputC::CJSQiillil.,'¡¡~S~~.':St~R~ 1"~(.t1!(dITJT¡)i!b)~lI~Lrnrnn: 1~:U3{ nfm~l:¡162 EQX LinRespSpec, Max 15.3147 3.5091 18.9580 I162 EQY LinRespSpec Max 4.4829 9.6469 8.0808162 TO LinStatic -1.8233 -0.0032 1.4470 I162 CV Combination Max 18.6028 -0.4882 -13.0406 ¡~~J--~~~~-+-~~~--I~~~--I~----._- ---~-+~~~--'162 CV Combination Mm 8.9605 -1.0992 332320 i

,. 1-6'2 f-··-----C-W--·-····- Combln-at-io'-n-+-~M-'a-x- '---01'O~'-e635-' . 1.4179 'i

164 EQX LinRespSpec Max 142412 5.9351 18.2216

162 CW Combination Min -0.1083 -4.4320 ·1.4183 ¡~16-4-r--~C-M~~1-~L-ln-St~at-i-c--l~~~--I---11-2-7-49~~~0-.4-5-39~~---2-1.-06-2-0~

164 T LinStati-c --+~- --+----4.8108 -0.4108 16055 .--

164 EQY LinRespSpec Max 4.1690 16.4144 _'1--._7._899~164 TO LinStatlc -1.8128 0.0338 0.9744. ¡1641 CV I Comblnatlon I Max 17.1399 I 5.0450 I -12.6093 I

~16-4-+1--c-v---41C-c::-o-m-birÍ·a¡;·-on-+I--Min---+--8.31~1"'=22806'-"'r-:32'2307--¡

164 I CW ICombination I Max O 1259 i 6.2843 I 1.4207

1641 CW I Combination I Min -0.1271 I -6.0188 I -14219.1

166 1 CM I LinStatic I I 1207161 00405 T-~J166 1 T I LinStatic I I 4.8444 . r -0.4118 I 1.2781 I166 1 EQX I LinRespSpec I Ma'XT15D751"1-~741 18.1326 1166 1 EQyl LinRespSpec I Max I 4.4327 I 11.4332 I 7Ú291166 I TO I LinStatlc I I -1.8795 I -0.0104 I166 1 CV '''1 Comblnatlon J I ¡166 CV

1661 CW

1661 CW Combination Mln -0.1773 -4.8320 ~161"'1

167J CM LinStatic 12.0632 0.0406 -21.0511 I167 I T LinStatic 4.8444 -0.3544 1.2781 I167 I EQX ILlnRespSpec I Max 15.0681 4.1371 I 18.1328

(

- ¡167 EQY LinRespSpec Max 4.4206 11.4323 7.2609

167 TO LinStatic -1.8786 -0.0104 12799 I167 CV Combination Max 18.3649 1.1279 -13.2365 I167 CV Comblnation Min 8.8936 -1.0621 -32.5770 i167 CW Comblnation Max 0.1641 4.8330 1.1937 r167 CW Combinatlon : Min -0.1620 -4.8317 -1.2234 I171 CM LinStatlc 12.4450 -0.1378 -20.9352 ,171 T LinStatic 48586 -0.4118 1.1399 I171 EQX LinRespSpec Max 15.4627 3.4718 18.0910 f171 EQY LinRespSpec Max 4.5441 9.5476 7.8617 f171 TO LinStatlc -1.9088 -0.0067 14105 i171 CV Combination Max 189286 -0.5390 -12.5183 I,171 CV Comblnatlon Min 9.0789 -1.0809 -32.0337 ~,171 CW Comblnation Max 01540 4.3034 1.4160 !171 CW Combination Min -0.1553 -4.3713 -1.4165 I173 CM LinStatlc 10.9733 0.4461 -19.9402 f173 T LinStatic 5.1599 -0.4110 1.6413 I173 EQX LinRespSpec ' Max 139990 5.7823 17.0878 j.-

1E1Ri7r====INGENlERIA LTDA.

CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3a

AEREOPUERTO EL DORADO - AV. JOSÉ C. MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD

JI~lCAlDiA MAYOR

,QI;cn:,~C,(,

N';!3" ••~~g;:f'1t'I4••..::>

HOJA 63VERSiÓN 0.0

Joint Displacements'4Q[n} LQutputCa!!e

,CaseType StepType U1( nm) U2(mm) U3( mm) ~

173 EOY LinRespSpec Max 40948 15.9916 7.5477 I173 TO LinStatic -1.8657 0.0253 0.9182 I173 CV Comblnation Max 16.6769 4.9364 -118928 ¡

'"173' - ,CV Comblnation ' Min 8.1394 -2.2104 -30.5127173 CW Combination Max 0.1329 6.1357 1.3949 I--------_ ..- f---------- f------ --=-01341-- f---173 CW Combinatlon Mm -5.8727 -1.3961 !~-- ---------- -_._-------175 CM LinStatlc 120827 0.0214 -19.8232~- -- 1-----175 T LinStatic 5.1936 -0.4118 1.3140 ,

175r-c----:-- ------ --15-0722-- --40543- --------,

EOX LinRespSpec Max 16.9737 j. 175-

----_.__ ._. f---:-~----:-f------EOY LinRespSpec Max 4.4480 11.2051 7.5056 ¡

175 TO LinStatlc -1.9527 -00013 1.2229175- 1--------- -_._--

CV Combination Max 18.3649 1.1445 -11.8120 ;~ ----¡----. -1---' - 883701 I175 CV Comblnatlon Mln -1.1083 -30.3335~-~_.

I----CW I Comblnatlon TMax175 0.2172 4.7287 1.3860175 --.-¿~-~-t~~:~;~~on

Min -0.2183 -4.7270 -1.3866 I~I I i176 12.0750 0.0212 -19.8989..--

T I LinStalic I176 5.1936 -0.3546 1.3140176 EOX LinRespSpec Max 150627 4.0542 16.9730 !176 EOY LinRespSpec Max 4.4323 I 11.2049 6.9030!~---

LinStatlc I I I ---¡----176 TO -1.9512 -00012 . 1.2214 i~Comblnat~ Max I I I176 CV 18.3839 11445 -124805 ¡

176 CV I Comblnatlon I Mm I 88948 I -1.1085 I -30.8073 ,;-.-- -----176f CW I Comb,nat,oñl Max 02016 47285 11680

----.--- f------ ,176 CW I Comblnation Mln -0.1995 I -4.7270 l-i--1974 1

180 CM LinStatic 12.6072 -0.1510 -19.7674 I180 T LinStatlc 5.2078 -0.4118 1.1758180 I EOX ILinRespSpec . Max 15.5668 3.3965 16.9208180 I EOY LinRespSpec Max 4.5942 9.3434 7.4904180 TO LinStatlc -1.9921 -00025 1.3512180 CV Combinatlon Max 19.1783 -0.4677 -11.7766 ,10---- _.-180 CV Combination Mm 9.1674 -1.0908 -30.2455 1180 CW Comblnatlon Max 0.1980 4.1988 1.3861 ,180 CW Combination Min -0.1992 -4.2657 -1.3867 1

Ts2 ---cíVI-- LinStatic 10.6461 0.4358 -18.4496 j

182 T LinStatlc 55091 -0.4111 1.6772182 EOX LinRespSpec Max 137421 5.5201 15.6686 ,

182 EOY LinRespSpec Max 4.0151 15.2664 7.0478182- r------- ... - ¡TO LinStatic -1.9165 0.0102 0.8392 i'182 CV Combinatlon Max 16.1746 4.7379 -10.9666182 CV Combination Min 7.9455 -2.0757 -28.2277 !

182 CW Comblnatlon Max 0.1356 5.8908 1.3406182 CW Combination I Min -0.1368 -5.6318 -1.3417184 CM LinStatlc 12.0571 0.0234 -18.3037 1184 T LinStatlc 5.5427 -0.4112 1.3498

,1

184 EOX LinRespSpec Max 15.0327 3.8657 15.5312-184 EOY LinRespSpec Max 4.4567 106850 69814._ .._-,. ...... - .. -.... -- .~.__ . -'- ".'-- ~W' o •• __> •.. ~ ••• •..~-- ,,,,,,._,

1E!f5J1f==:::::::::/NGEN1ERIA LTOA

185


AEREOPUERTO EL DORADO - AV. JOSÉ C. MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD

T LinStatic 55428 -0.3547

HOJA 64VERSiÓN 00

15.5314--¡--------¡

6.4152

\JOi~F:ºMtPytc~~ijffr~a~~fYp~~~t~~~~~~~;~~~-)-:~-t~;o~(.m:i¡~3(:m~¡~184 TO LinStatlc -2.0236 -0.0072 1.1417 1184 CV Comblnation Max 18.3309 1.1440 -10.8773 ¡184 CV CombinatlOn Min 8.8207 -1 1048 -28.0087:184 CW Combination Max 0.2656 4.5142 1.3240184 CW Combination Min -0.2669 -4.5126 -1.3252

185 CM LinStatlc 120386 0.0236 -18.3797!

1.3498 I185 EOX LinRespSpec I Max 15.0208~-I-------+------'--'----I------I-------+-._---185 EOY LinRespSpec Max 4.4392 10.6841

3.8654

185 TO LinStatlc; -20209 -0.0073

185 CV Combination Max 18.3267

185 CV Combinatlon Min 8.8672

1.1417-11.5045 l

CW Combination Max 02520CW I CombinatC--io-n--+I-~Mc--i-n---+1----:_0·-:.2---:4-::-99::---

1.1441--+-----~-1.1046 -28.4736 ¡

185

1851_ 4513~ .1__. ~§'I. ..~ ;

-4.5123 -1.1477 ¡189 I CM

TEOX

EOY

191 1 EOY I LinRespSpec I Max 1 3.9315 1 14.2683

191 EOX Max 13.98816.4074

191 TO LinStatlc -19650 0.0040 0.7373 I191 CV Combination Max 15.6412 4.4448 -98445 I191 CV ComblnatlOn Min 77402 -1.8925 -25.4109

191 CW Combination Max O 1339 5.5571 12579

191 CW Combination ; Min -0.1350 -5.3045193 CM LinStatlc 11.9799 0.0059

-1.2590-16.44ci7¡

193 T LinStatic 5.8919 -0.4113----I----------+----------I---------I---- __---¡----------193 EOX LinRespSpec Max 14.9608 3.6461

1.3857 :13.8299

193 EOY LinRespSpec Max 4.4470 10.0790 6.3291 ¡193 TO LinStatlc -20912 0.0017 1.0380193 CV Combination Max 18.2075 1.1237 -97405193 CV Comblnation Min 87652 -1.1114 -25.1516193 CW Comblnation Max 0.2926 4.2663 12387193 CW Combination Min -0.2938 -4.2646 -1.2398 !

194 CM LinStatlc 11.9641 0.0059 -16.5152 ¡194 T LinStatic 5.8919 -0.3548 1.3857194 EOX LinRespSpec. Max 14.9473 3.6460 13.8288194 EOY LinRespSpec Max 4.4265 10.0788 5.8001194 TO LinStatic -2.0881 0.0017--~._------'------''------'--,----_._----'----..,¡1.0373

1E1RJ7f=====:::::::::INGENIERIA L TDA



11ll<AlDIA MAYOR

aoecn.&tÁ,IIC!l.~%'~""Q

HOJA 65VERSiÓN 00

- Joint Displacementsl2l'oml 11' OutputCaí¡;e Case:rype Step:rype U1 (rrm) U2( mm) U3(mm.) I111. .••• ,.. ---194 CV Combination Max 18.2117 1 1237 -10.3214

194 CV Combination Mln 8.8150 -1.1115 -25.6016 ¡

194 CW Combinabon Max 0.2743 4.2660 1.0446 I-I194 CW Combination Min -0.2725 -4.2645 -1.0729

'1981-------

LinStatlc 12.7725 -0.1684 -16.3584 jCM'-198

-_ ..-

IT LinStatic 5.9061 -0.4113 1.2475~I198 EOX LinRespSpec Max 15.6424 3.0686 13.7576

198 EOY LlnRespSpec Max 4.6539 8.4471 6.3081 I198 TO LinStatlc -2.1521 -0.0015 1.1641 ¡

198 CV Combination Max 19.4339 -0.2961 -9.6897 ¡

'198 CV -l ~~~~fn:::¿~f:= ~~~:=F~.~~~~.-t--j-~;;~I -25.0229 ¡198-- ---

CW 1.2392 ¡198 CW Comblnatlon I Min I -0.2737 I -3.8511 I -1.2403 I

200 CM LinStatic 9.9372 0.3908 -14.4592------- I - I I200 T LinStatlc 6.2074 -0.4114 1.7489 ..J.---- ---

~TLinStatiCT I. 202 T 6.2411 -0.4114 1.4215

202 EOX ILinRespSpec I Max I 14.8566 I 3.3357 I 11.8973

202 EOY LinRe~eSpec . Max 44340 9.2218 5.5461 ¡~- I I j202 TO LinStatic -2.1570 -0.0073 0.9112~- --202 CV Comblnation Max 18.0420 1.0921 -8.4245 j202 CV Combination Min 8.6988 -1.0671 -21.8087 1,202 CW Combination Max 0.3330 3.9186 1.1240 I,202 CW Comblnatlon Min -0.3343 -3.9171 -11250 !

; 203 CM LinStatic 11.8406 0.0146 -14.3333 I203 T LinStatic 6.2411 -0.3550 1.4215 i203 EOX LinRespSpec Max 14.8402 3.3354 11.8951 I

203 EOY LinRespSpec Max 4.4135 9.2211 5.0695 I

203 TO LinStatic -2.1508 -0.0074 0.9112 ,203 CV Combinatlon Max 18.0188 1.0921 -89471 I

I

; 203 CV Comblnatlon Mln 8.7329 -1.0669 -22.2386203 CW Comblnation Max 0.3185 3.9181 0.9458203 CW Combination Min -0.3169 -3.9168 -0.9727207 CM LinStatic 12.7716 -0.1541 -14.1693207 T LinStatic 6.2553 -0.4114 1.2833

207 EOX LinRespSpec Max 15.6148 28229 11.8172 i207 EOY LlnRespSpec Max 4.6607 7.7748 5.5246 ¡

207 TO LinStatic -2.2291 -0.0064 10362207 CV Combinatlon Max 19.4331 -0.1806 -8.3677 ,-- '" ""--'-._',"-""""-_." _.,. ~ ..-." ..~,--~--,_." -~.•....- -- '~-"-~""'~_.''''''''~ "-- __ .,_., ..."""__ -""~'M"_V_'_""'--'

r~t~:n!TJ,~~~~~f'''t1E1RJ7r===INGENJERIA LTOA

, -,,, jOip'f DisplacemeÍ1ts"" ,':;r ..1!1iJoint';7Ql,ltp"utCase' Case'1\ÍpeStep'tYíi9" U1·\f·nm )1\0' U2 (mñQj; ::03 ( rñrIií)l207 CV Comblnation Mm 92468 -1.0047 -216638:207 CW Combination Max 0.3023 3.4855 1.1257 ¡207 CW Comblnatlon Mm -O 3033-----~--------~------.~

CM LinStatic 9.5682209

\' .

, GONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3a

AEREOPUERTO EL DORADO - AV. JOSÉ C. MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD HOJA 66

VERSiÓN 0,0

EOY

EOX LinRespSpec Max 12,9239

TO

-35456 -112670,3500 -12,0224-0.4116 1.78474.1817 9,9574

11.5682 4.75390,0099 04645,-.".,"----~----~_.__.3.5577 -7.0808

-14349 -18,36594,6519 1,0105-4.4224 -1.0113

EOX

EOY

CWCM

EOXEOY

T LinStatlc 6,5566209209

209 LinRespSpec : Max 3.7598

CV Comblnatlon209 LinStatlc

CV209

CW209 Combination Min 7.2107

Combinatlon209 Combinatlon Max 0,1175

209

211 I211 1

Min -01186CWCM

T

J LinStatlc 11.7050 0,0028 I -11,8054 ¡I LinStatic ¡----+---6,-59-0-2~-+---0 4116 ]145741211 1

TO211 1211 I

CV I Comblnation "1 Min 8,5913 -1,0344 I -18,0382 ,211 1211 1

CV I Combination 1 Max 17,7842 1,0406 I -6,9515 ICW I Combinationl. Max 0.3409 I 3.5402 1 0,9856 I211 I

I Comblnation '1 Min -0,3423 l. -3.5386 I -098~I LinStatlC 1 11,6817 r- O0028""-r-= 118723 ,

211 1212 J

T212 1

4.2394212

212 1TO I. LinStatic .1 • -22096 0,7610212 I

2121 IComblnation 1 1- I .. -74017 &CV Max 17.7715 1,0407

212 CV Combination Min 86261 -1,0344 -18.4344,¡

212 CW Combination Max 0,3203 3,5399 0,8254

212 CW Combinatlon " Mm -0,3191 -3,5385 -0,8505 ¡¡

216 CM LinStatic 127128 -0,1485 -11,7021 !,216 T LinStatlc 6.6044 -0.4115 1.3192 ;216 EOX LinRespSpec Max 15,5449 2,5486 9.6784

216 EOY LinRespSpec Max 46503 70233 4,6288 ¡216 TO LinStatic -2.3042 -0,0021 0,8850 i216 CV Combinatlon Max 193435 -o 0495 -68878 ;216 CV Combination Mm 92090 -0.9266 -17,8768 ¡

---!

216 CW Combinatlon Max 03252 3,1427 0,9860 ,¡

216 CW Combinatlon Min -03261 -3,1983 -09868 !218 CM LinStatic 9,1980 0,2957 -9,3377 !218 T LinStatlc 6,9058 -0,4118 1,8206 ¡218 EOX LinRespSpec Max 12,6484 3,6039 7,6689

218 EOY LinRespSpec 1 Max 3,6751 9.9706 3.7705

218 TO LinStatic -2.0972 0,0169 0.2913218 CV Combination Max ! 13,9511 2,9648 -5,4766 J218 CV Comblnatlon Mln 6,8619 -1.1823 -142444 I

'•._-

CONTRATO IDU-133-05ESTUDIOSy DISEÑOSDELATRONCALCALLE26 (AV3a

AEREOPUERTOELDORADO- AV.JOSÉe MUTIS)- BOGOTÁD.CPUENTE PEATONAL CAD

JiAlCALD¡A I\IAYOR

twQt4C.5,1I••ItUUl~

1>(;~MY'!Or.~O'-I1Oofo"'k::l

1E1Rl7r~===INGENIERIA LTOA

HOJA67VERSiÓN00

IIU¡11 Jóint Displacements~~Hñt~OutputCa_~e CaseType StepType U1 (nm) . U2( mm) U3( mm) ¡218 CW Combination Max 01029 41144 0.84782'18 CW

¡-~----Mm -0.1041 -39014 -0.8485Comblnation- 220 CM UnStatlC 11.5131 0.0098 -9.1100

220 T UnStatic 6.9394 -0.4121 1.4933220 EOX UnRespSpec Max 14.5595 2.6004 7.4694 j

'220- f------..---.-. e-,-' ._--36661lEOY UnRespSpec Max 4.3554 7.1894

220 TO UnStatic -2.2763 -0.0083 0.5885 ¡220 CV Combination Max 17.4978 0.9736 -5.3387 I

----f-::--c-:----+-c-:---+--:--:c:::-::-::--t---::-:-::::-.:--f--:-::-::-::-::-::--'220 CV Comblnatlon Min 8.4780 -0.9575 -13.8978:220 !-.----c;¡¡---- ComtÍiñatTún Max 0.366-6---+--3-0-82-6- 0.8214'

~220 CW Combination Min -0.3678 -3.0813 -08218

'-221 CM .._-- ~St~k -- 11.4765 O,0098--r--~9.1699'221--T--. l-----¡:¡nstaiic·-¡ El 9394-r -0.3553'~--1.4933

- 221 EOX IUnRespSpeCf Max 14.5404 2.6002 74664221 I ÉOY IUnRespSpec Max 43350' 7.1888.' 3.3215

-Wr----:¡:O--T- LlnStatlc -2.2608 , -0.0084 , 0.5908~-221r---- Cv------TCorñ·b,ña¡~ñ-- ---Ma-;Z- 1T44841--o-g736-1-:S-7021~

22.~_ r----C:.~. TCombination Min 8.4880 -0.9574 1 -14.2452221 CW Combination Max 0.3503 , 308~ 0.6809 I

r""'._._ ...•...--_.- ~2~ _. CW Combination Min -0.3497 -3.0810 -070~225 CM UnStatlC 12.5961 -o .1146225 T UnStatic 6.9536

~_ ,_ EOX:..__ . UnRespSpec Max 15.4_34_5_+-- +225 EOY lUnRespSpec Max 4.6231

'2251 TO--~Static -2.3777J2sT--c-V--l-Comb;natlüñ-r Max 191649=P5T-----CV~TCombiñatlonT--M-I-n--+--9-.-13-9-7--+-----+----~225 . CW I Combln-·a-tl-on-+'--M--a-x--+--0-.34-1-9-+-------f--------'

225 CW Comblnation . Min -0.3428227 CM UnStatlc 12.5680227 T UnStat-i-c--iI----I---r-25-7-1--+-----+----i-

227 EOX UnRespSpec Max 15.4050227 EOY LinRespSpec Max 4.6200----+----------+--~~-+_---_f_-------+_-------il-------227 TO UnStatlc -2.4488227 CV Combinatlon Max 19.1218227 CV Comblnation Mm 91262

T27 CW' Combiñ8iión ---M-a-x---+---0-3-5-5-9-_f_-------ir------

'"2i7"---C-W--+-C-o-m-binatlon Ivlin -0.3566

229

CV229 CW Combination Max 0.0940 3.4983 0.6575 ¡

___ 1",._ .. '_'_~N.~' __,,,,,,,,_~. •._ .••••__ ._.""_~~.~_"_•.. _. ___.'_ .,, ••' ..• i..,....,.. •.•• _ w._.~ __ """"""" w~ _._' __ '

, -0.8748 , -13.7299,

2.7354 0.8230-2.7823 -0.8233 ¡-0.0700 -6.4785 í-0.4118 1.3710 I1.8933 5.2592

,

5.2245 2.7058 ,-0.0252 0.5280 I0.3077 -3.7697-0.7637 -9.85642.3185 0.6566 ,-2.3479 -0.6569 ,0.2195 -6.4739-0.4121 1.8390 !2.9487 5.2571 I8.1569 2.70680.0152 0.0830

/

2.2029 -3.7662 ,-0.8901 -9.8468 I

T 7.2558. 229 CM LinStatlc 89789

LinStatlcLinRespSpec MaxLinRespSpec MaxLinStatic

Comblnatlon MaxCombination Min

•...229 EOX229 EOY

12.49193.6277

229 TO13.6147-2.1382

229 CV229 6.6564

.:,'''',;''

_e,ONTRA TO IDU-133-05ESTUDIOS y ¡) sÉÑOS DE LA TRONCAL CALLE 26 (AV 3a

AEREOPUERTO EL DORADO - AV. JOSÉ C MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD

Joint DisplacementsU1 Lmn)'

1€/RJ7r==:::::::::::::=INGENJERIA LTOA

Joint O!JtputCase CaseJYpe StepJVpe229 CW Combination Min

230 CM LinStatlc

230 T LinStatic

230 EOX LinRespSpec Max

230 EOY LinRespSpec Max

230 TO LinStatlc

IID1U2 (mm];'; , U3 ( ri¡iñ'flIr ...u.~-3.3139 -0.6579 I00021 -6.4782 I-0.4118 1.5099 ¡,2.1872 52590

,¡

6.0452 27064 I-00016 0.3962 ¡

l

0.8398 -3.7699,¡

-0095111.4250

7.256714.4923

4.3301

-2.3281

8.4210230~~ --230

230

230

231231

231 I231

231231

231231

231

236

236236

236 I

CV Combination Max-"'-,-- __ o:CV Comblnatlon Mm

CW Combination Max•.CW Combinatlon Min

CM LinStatlc.T LinStatic

EOX LinRespSpec Max

EOY ILlnRespSpec I Max

TO I LinStatic ICV Combination Max

CV Comblnatlon Min

CW Combination Max

CW Combination Min

CM LinStatlc

T LinStatic

EOX LinRespSpec Max_._.-EOYTO

CV Max

CV MinCW Max

CW Min

17.3719

HOJA 68VERSiÓN 0.0

26169 06570 i-2.6148 -0.6574 ¡

0.3595

-0.3593

11.3972 0.0019- ._-----_.-

72567 -0355414.4761 2.1872

4.3083 6.0453

-2.3105 -0.001317.3252 0.83918.4260 -0.8295

0.3341 2.6167

-0.3340 -2.6149

12.6364-

-0.0014

7.6081 -0.411915.4589 1.4644

---

236

236 I9.1749 -0.4471

236 I-18098236 I

15100

5.25092.4358

0.3929

-40181-10.1058

05383

-o 5548 ¡-3.4408

13720 J

-5.19070.3752 1.8092

-04413-o 3758

0.4412

237 CM LinStatlc 12.6458 -00012 -34170 I237 T LinStatic 7.6081 -03265 137~237 EOX LinRespSpec Max 15.4750 1.4640 26997 ¡237 EOY LinRespSpec Max 4.5970 4.0381 1.3221 ¡237 TO LinStatic -2.6036 -0.0019 0.2865 1237 CV CombinatlOn Max 19.2319 0.4406 -2.0649 I237 CV Comblnatlon Mm 9.2637 -04471 -51450

,;

237 CW Combination Max 0.2964 18084 034271237 CW CombinatlOn Min -0.2977 -1.8089 -03430 I238 CM LinStatlc 8.9309 0.1403 -3.4487

,f

238 T LinStatic 7.6068 -0.4125 1.8399 !238 EOX LinRespSpec Max 12.4647 2.2554 2.7388 I238 EOY LinRespSpec Max 3.6195 62317 15785 I238 TO LinStatic -2.1977 0.0046 -0.1644 ¡

1t

238 CV Combination . Max 13.5413 1.3596 -1.9591 I238 CV Combinalion . Mln 6.6133 -0.5362 -5.2035 ,

f

238 CW Combination Max 0.0944 2.8308 0.4414 r238 CW Combinatlon Min -0.0955 -2.6821 -04415 ~,-_..- '------ _.- ,~",~,"""",_.,",,___ "~__"_*,, .._._··.,v. ___~

..:. .

1E1/?{lf'====INGENIERIA L TDA


AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ O CPUENTE PEATONAL CAD HOJA 69

VERSiÓN 00

11 Joint OisplacelTÍeÍlts~;Jom-tIr"OutputC~~e CaseType. StepType U1 (nm) U2(mm) U3 (mm) ¡

242 CM LinStatíc 11.4644 0.0035 -3.4440 ¡

, 242 T LinStatíc 7.6077 -04120 1.5109

242 EOX LinRespSpec Max 145218 16732 27347

242 EOY LinRespSpec Max 43507 46187 1.5767

242--_. -----, --_.-

TO LinStatlc -2.3906 -0.0046 O~'242 CV Combínatíon Max 174280 0.5875 ~9574 I242 CV Combínatíon Mín 84203 -0.5646 -5.1980 I242 CW Comblnatlon Max 0.3734 2.0498 0.4415_._--

Comblnatíon ¡242 CW Mín -0.3739 -2.0470 -0.4417

243 CM LinStatlc 114350 0.0033 -34639

243 T LinStatlc 7.6077 -0.3556 1.5109 I

243 EOX LinRespSpec Max 14.5087 1.6738 2.7239~--_··-····---·--l--~·------------ ----- I 43320--'-- 462m--- 1.3816EOY LinRespSpec Max I

'243j--T-O--jUnSt-atiC! I -2.3637 I -0.0047 0.1491--~~~t-__C~___ ±¿ombln_~~I~+ __.0~H_3868__+ o 58~~ -20715,

._-,243 CV Comblnatlon Mln 84317 -05645 -53177 I2"4-}f- -6N--lcombrna¡;C;nT~xl-o-3566--- I 20508 - 03452 ¡,_3~.3- __ C:..VI!. ___ I Combln~~lon1 Mm -O 3563 -20484 -o 3530 ,

248

00000 000000.0000

---c-----------T-,----.,----r-- I 100823 I250 CM LlnStatlc 8.9135 -04096 I250 T LinStatlc 7.9578 -0.4128 1.8406 ¡

250 EOX LinRespSpec Max 124543 1.6009 0.2603 j250 EOY LinRespSpec Max 3.6165 44028 0.5065 1250 TO LinStatíc -2.2588 -0.0136 -0.4406 1250 CV Combínatlon Max 13.5145 0.5712 -0.1312 J250 CV Combination Min 6.6001 -0.1113 -0.5520 I

250 CW Comblnation Max 0.0957 2.1811 0.2148 i

250 CW Combínatlon Mín -0.0968 -2.0627 -0.2148 ,

251 CM LinStatlc 14694 -0.0065 -0.0315251 T LinStatíc 08878 -0.3146 0.1462 ,

251 EOX LinRespSpec Max 1 8187 0.2086 0.0251251 EOY LlnRespSpec Max 05413 0.5710 0.0593251 TO LinStatíc -0.2979 00000 00000 ,251 CV Comblnation Max 2.2354 -0.0003 -0.0111

251 CV Combínatlon Mín 1.0754 -0.0089 -0.0385,. 251 CW Combínatíon Max 0.0360 0.2733 0.0270 I251 CW Comblnation Min -0.0361 -0.2733 -0.0270 ¡

: 253 CM LinStatic 11.7031 -0.0061 -0.2097 J--

Gr~t:n.1:c¡--,.,~ CONTRA TO IDU-1.33-05

ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3"AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.C

PUENTE PEATONAL CAD HOJA 70VERSiÓN 0.0IEIJ5JIf

========INGENfERIA LTDA

'fAJoint Displacements~olnt ~OutputCase ,~Case~e Step]'ype ~U1 (rrm I U2 ( mrTl'JZ' 1JJ3 (rmñjl253 T lInStatíc , 7.0731 -0.3292 1.1665 I253 EOX lInRespSpec Max 14.1986 0.8148 01444 1253 EOY lInRespSpec í Max 4.2374 2.2360 0.3144 J--~ --- .-253 TO lInStatlc -2.3727 00000 00000 I253 CV Combínation . Max 17.8040 0.0901 -0.0651

,!---""------ 1--------.--;

253 CV Comblnatíon Mln 8.5337 -00971 -0.2658 ,¡

253 CW Combínatíon Max 0.2945 1.0566 01382 ¡;_._---------'",,-1253 CW Comblnatíon Mín -0.2956 -10566 -o 1382 ,

255 CM lInStatíc 13.1682 0.0431 -0.2385 ,~--- ---------- ..-.- ------ ._-- --13127-1255 T lInStatlc 79594 -03210

255 EOX lInRespSpec Max 15.9018 1.0521 0.1565 ¡----_. - .,

255 EOY lInRespSpec Max 4.7433 28867 03289 I

-2.6699 00000 ¡-0.0753 ¡

TO

CV

255 CV

CWCW

CMT

EOXEOY

0.0009

-0304U0.1432 !

257 I TO I lInStatíc .1 ,1 -2.6118 0.0049 0009U

257 I CV I Comblnatlon 1 Max 1 19.2523 0.1326 -0.1160 j257 I CV ICombínatíonl Mín 1 9.1884 -01370 -04967 I257 I CW I Comblnatíon '1 Max I 0.3780 I 1.4300 0.2100 J257 I CW I Comblnatlon I Mm -0.3790 -14302 -02101 1

~25_8~1~ __ c_M ~I~lI_nSt~at~íc~I- __ --+-1~2~.6~48~2-+---~0~00~1=1~~~-0~2?~258 I T I lInStatíc I 79591 -o 3257 1 3744 j258 EOX lInRespSpec Max 15.4772 1.0991 01624-"1

263 T lIn Statíc

258 EOY lInRespSpec Max 4.5978 3.0170 0.3362 ¡258 TO lInStat··í-c--i-----+--'72-::.6C':13=-=-8---- 00045 -~!-- 00001 .¡258 CV Comblnatíon Max 19.2371 0.1325 -0.0799 í

-25:-:8-+--C:-:V-c----t-C:-:o-m~b~ln-at~ío-n-t--c--M-:-I,-n--t----:9:-:.2:-:-6-=-65::---+----=-0-:-13:-:6:-:9----0322'1l

258 CW Combínation Max 0.2969 1.4293 0.1459 I258 CW Comblnatíon Mm -0.2981 -1.4295 -0.1459 !259 CM lInStatíc 12.6482 -0.0011 -0.2506 I259 T lInStatíc 7.9591 -0.3251 1.3744 !259 EOX lInRespSpec Max 15.4772 1.0991 0.1617 I259 EOY lInRespSpec ¡ Max 4.5975 30169 0.3350 I259 TO lInStatíc -2.6138 0.0044 00000 ,

259 CV Combínatíon Max 19.2371 0.1325 -0.0796 ¡259 CV - Combínatlon Mm 9.2671 -0.1369 -0.3205 1259 CW Comblnatíon Max 0.2963 1.4293 01454 ¡259 CW Comblnallon Mln -0.2975 -1.4295 -01454 ¡

-0.3818 I263 CM lIn Statíc 11.4876 -0.01147.9587 -04124 1.5114 J__ J- ..! --l !____ __.. ~'"_. ..

~\, t"\ 'I~'".~. '\ ',.:."

'; \~ ;;:.>~.,~,\'-'~ ~t~

~r..,.. CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV 3"

AEREOPUERTO EL DORADO - AV. JOSÉ C. MUTIS) - BOGOTÁ DCPUENTE PEATONAL CAD1€1f?l7r

==~=INGENlERIA LTOA

Joint Displacements

HOJA 71VERSiÓN 00

~9ffiJk,Outp~a$e4,Case1YPe, St~p]'ype 1.11 ( roo::II_(% iliL!J2 (mm jiU ~V~i(mm 1 4263 EOX LinRespSpec Max 14.5445 1.2160 0.2478

263 EOY LinRespSpec Max 4.3482 3.3400 0.4957!

263 TO LinStatlc -2.4381 0.0013 -0.1244~263 1- CV Comblnation Max 17.4617 01852 -0.1214:~ I-----cv-- ComblnatlOn Min 8.4321 -0.1899 -0.5166263- f------Cij--- --Comblnatian- -----Max--f---ü"3s4-2-- ---i-5808---- --oj-1i-7--~r263 ------CW---- -.····COrñbI~-EliiO;;------Min-r---:Ü3s4S- --=1-"5-784-------:-ü-~264 r---- CM LinStatic 11.4636 -0.0103 -0.4022 ¡

264 T LinStatlc 7.9587 -0.3559 1.5116 ¡'264--- EOX LinRespSpec. Max 14.5297 1.2165 0.2201

264 EOY LinRespSpec Max 4.3261 3.3413 0.3738 1TO LinStatic -2.4053 0.0011 -0.1221

Comblnation Max 17.4309 0.1853 -0.1825. 264 CV

264264

Combination Min 8.4491 -0.1899 -0.6179Combln-a~ti-on-+-~M~a-x-+-~0~.3~3~03~-+-~1.~58~1~2-~~0~.1~50~6~

CV

CW264 CW·-,-,----+--=C-o-m~bi~na-t~io-n~-M-i,--n---+----::-0--33-=-0:-::0--l1---1'--.5::C:7:-::-9~2-t-1--0-=-.-:15:-::6-=-6-:

269 -----CM---¡LinStar-;ZT--¡ 12.6564 I --000iS-,--V6841

269 T LlnStatic 8.3485 -0.4124 1.3740 I

269 EOX I LinRespSpec I Max I 15.4818 I 0.7935 , 25083269-'---EOy----rLinRespSpec I Max I 4.6538 I 2.1447 , 0.8611

~ --~---:~~---~~fc~~::~-FM-a-:-~~--!f-+,---~.-~o-O~-:--+1-~-03-3~-~-:----1:

,..269 ----CV ----rcombination I Min I 9 1901 , -0.2147 , 1.8232 1269 CW Combination Max 0.3765 1.1104 00132269 CW Comblnation Min -0.3777 -1.1106 -0.0132 I270 CM LinStatic 12.6489 -0.0026 2.7848 l

••.270 T - LinStatic 8.3486 -0.3270 ---+'-1-3-7-4-2.......J'•........- ------.. --=--+----:----:--+----:-::-:::-::--::--+-----:--::-:-c:-:-----l--:-::-::--:-:~270 EOX LinRespSpec Max 15.4784 0.7933 , 25210

- EOy LlnRes'--pSO:-p-e-c+----~Mc-a-x-~-4:-:5::c:9~8-=-0--+--------=-2--:-.1-:-44-:-c1,----+-----=-0--=.8-=-2::c08=----270

4.3471 -1270

CV Combinatlon Min 92693 -0.2152

TO LinStatlc -2.6251 -0.0031 -0.3914270 CV Combination Max 19.2385 0.2098

0.0137 I

270 18978 I

-0.0141

270 CW Combination Max 0.2971 1.1102270 CW Combination Min -0.2982 -1.1104271 CM LinStatlc 8.9120 0.0339 2.7628271 T LinStatic 8.3473 -o .4130 1.8419271 EOX LinRespSpec Max 12.4528 0.9663 2.5034

271 EOY LinRespSpec Max 3.6161 2.5968 0.8625271 TO LinStatlc -2.3388 -0.0497 -0.6265 I271 CV Comblnation Max 135116 0.3974 4.3178271 CV Comblnatlon Min 6.6004 -0.2502 18168271 CW Combination Max 0.0970 14808 0.0151271275

CW Combinatlon Mln -0.0980 -1.3973 -0.0151-------+----------~---+--------~-------+--------CM LinStatlc 115017 -0.0039 27664275

EOXT LinStatic 8.3481 -0.4125 1.5129

275

1€/RJ7r==:::::::::::::::::::::INGENIE RIA L TDA.


AEREOPUERTO EL DORADO - AV. JOSE e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD HOJA 72

VERSiÓN 0.0

,Joint Displacemen(s . ''''l:.i;¡: ni~

Joint ~putputCáse CaseJ'Ype Ste~JYpe ,- U2 ( mme IlJ3 ( mI=U11:rrmJ275 EOY LinRespSpec . Max 4.3558 2.1738 0.8611 !275 TO LinStatic -24948 -0.0048 -0.4623 ,275 CV Combination , Max 174834 0.2699 4.3221 ¡275 CV Combination Min 8.4224 ~2743 ----1-82 '191

0.3578 ---_ ..,.--

'-OD135 ;275 CW Combination Max 1.1481.- .__._----- --_._- '--------:;-1275 CW Combination Min -0.3585 -1.1469 -0.0'134 !276 CM LinStatic 114753 -0.0037 2.7644 !

---..._-------""'- ------_.- ------)1276 T LinStatlc 8.3482 -0.3560 1.5130 •-- ----- __------J;

276 EOX LinRespSpec Max 14.5397 0.8077 25087 •~- -- .. ,,-------1276 EOY LinRespSpec Max 4.3316 2.1750 0.8446 ¡

276 TO LinStatic -2.4241 -0.0045 -0454~276 CV Combination , Max 174494 0.2688 4.3042 ,276 CV Combination Min 84372 -0.2733 1.8530 J276 CW Combination ! Max 0.3283 1.1484 0.0260 J276 CW Combination Min -0.3277 -1 .1~7~ ,-_.:.~~2~_J------ - ,,,*'.

1E/J?7r====INGENIERIA LTOA.

CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3"


•HOJA 73

VERSiÓN 00

9.2.2 RAMPA 2

J.oint DisplacementsCase'fY.peSlep'fY.pe. U1 (mm)

I 1 T

U2 (mm) U3 (mm) ~

3.9461

1 LtnRespSpec Max 6.9769 0.2238 3.5222 ¡

LtnStatic 4.9650 00002 2.5903

-0.1549 I

i 1 CMLtnStatlc -0.4605 -0.4032 0.6212

¡ 1 EOY LtnRespSpec Max 1.8151 o 5630 0.9244~i~1~~--~T~0----+-'---LI-n-S~t-at~,c--~~----------+---~0~50~~~-+---~0~0~~~0~~--~0~.3~4~32~

I 1 CV Combination Max 7.4780 0.0815'1 CV Combinatlon Min 3.6615 -0.0846 1.9622!¡-~- !---------- -------t------li 1 OIV Comblnation Max 0.2033 0.3272 0.1544 1¡ 1 OIV Combination Min -0.2033 -0.3275

I 2 CM LtnStatic 5.8292 -0.0021 2.58091 2 T LtnStatic -0.4663 -0.4133 0.7720 Ir 2 EOX "LinRespSpec Max 8.0552 0.2797 3.5001 ij-2- -----EOY----- ---lj-n R-espSpec--- ---M-a-x----- r----2-0-8-6-ií- o .7-0·2·-6--+--0--91-7·-3----'¡i---- ---.---- --.--------.-- -- - ---1----------"I 2 TO LinStatlc -0.7033 -0.0028 -0.4136

t. ~ F~-f~~:;~~:¡::;nc~~H-H~----4~m".! 2 I OIV Com bination Max o .2226 0.4181 I 0.1522 '"-2"]'-- OIV ----Fcomblnatlon=f= Min -o 2231 -0-4164 -1 -o 1527t- _._.-------

I ..-3 CM LtnStatlc 75083 00735 2.5639 ¡

t 3 T linStatic -04770 -0.4187 I 1.0897 ¡

! 3 EOX LtnRespSpec Max 9.9898 0.4426 3.4532 !E8= EOY LtnRespSpec I Max I 2.5287 I 1.1088 I 09022 ¡TO LtnStatlc -0.7883 -0.0333 -0.5621 ~

O=r CV Comblnatíon I Max I 11.3161 I 0.3407 I 3.9110 iU- -----_.- I I I ICV Combination Min 5.5686 00863 1.9552

i 3 1 OIV Combination I Max I 0.1398 I 0.7681 I 0.1472

f3"T OIV Comblnation I Min I -0.1402 I -0.6788 I -0.1476r4T--O;;¡--·-- r----------r- . r -0.0017 I 2.5635 .LtnStatlc 5.8521lli·--------T-------- --- - ....-------.--.- ---·-·T·······--------- I -:04678--] -=-6-3566-1--0.7731 -¡LtnStatic--

LtnRespSpec I Max I I IEOX 8.1120 0.2799 3.4900,4 I EOY LlnRespSpec I Max I 2.0924 I 0.7033 I 0.9026j

1¡

4 I TO LtnStatic I I -0.7880 I -0.0027 I -04123 ,I 4 I cv Combination Max 8.8088 0.0915 I 38350..J1 4 J

---- I 1.9001 It CV Combination MIn 4.3401 -0.08604 OIV Combination Max 0.2028 04182 0.1154 ¡

L 4 OIV Comblnatlon Min -0.2045 -0.4168 -01206 i

i 5 CM LInStatic 4.5701 0.0175 2.6569I 5 T LinStatic -0.4662 -0.2840 0.5776I

I -r------.----- -5 EOX LtnRespSpec Max 6.4418 0.2099 36975 i

! 5 EOY LtnRespSpec Max 1.6567 0.5.109 0.9597 ,

i 5 TO LtnStatlc -0.5686 -0.0052 -0.3419 i1 5 CV Combinatlon Max 6.9070 0.0927 4m80 !

. 5 CV Combinatlon Min 3.3964 -0.0649 2.00121_______ .___<...._ --_ ..._---<-_..._---< ._- -_.--..

c.~l!ttimrL

'."""CONTRATO IDU-133-05

ESTUDIOS'{ DISEÑOSDE LA TRONCALCALLE26 (AV 3"AEREOPUERTOELDORADO- AV. JOSÉe MUTIS) - BOGOTÁD.C

PUENTE PEATONAL CADjElPl7r===INGENlERIA LTOA

cJJij nt Dji'lllªcement~. ~¡~!il~I]JJojot OyJnut.9asei¡I,Ai ,qasel'ype. ,~ ':¿fStElPj'ype~'V1 (mm):; U2Jn:ilij':)' u,:fRi.mñ:)!¡ 5 O/V Combinatlon Max 0.1525 0.2957 0.1291

¡ 5 O/V Combination Min -0.1528 -0.2957

HOJA 74VERSiÓN00

-0.12936 CM LinStatic

¡ 6 T LinStatlc4.9782-0.4663

-0.0001

-0.31792.6521

0.6393i 6 EQX LinRespSpec Max 7.0145 0.2237 3.6871

6 EQY LinRespsPec·-t----·-M·-a-x--t----1-.8-0-2i:i-- 1--.05625--.- -'0.9564

i 6 TO LinStatic -0.6194 -0.0038 -0.3419r-6---11----C-V--+-- Combination Max -f-'7499g---- ---0-ü814-f- 4.0420--6---i1----C-V--+--C-o-m-b-m-at-l-o-n-+---M-in--+-·--3-.6-S71'-'-C--~00842- 1.9998

¡ 6 O/V Combinatlon Max 0.1600 03270 0.1282r--6~--O/V---I---C-o-m-b-m-at-io-n-I----M-I-n---I----0-.-16-0-3---1----0-.-32-7-2-1----0-.1-2-83~

i 15

1 15 Ii 15 I

CM LinStatic 3.6928 -0.0020 2.1439T I LinStatlc I -0.3863 0.0090 0.4896

EQX LinRespSpec I Mal<. 5.2840 0.1514 3.0296

j 15 11 151

EQY I LinRespSpec I Max I 1.3605 0.3810 0.7881TO I LinStatic -0.4689 0.0008 -0.2813

CV Combination Max 5.6472 0.0574 3.3077, 15 I CV I Combination I Min I 2.7754 -00588 1.6339r:-1-5---l1--O/V-----l¡--C-om-b-in-a-tio-n-+I--M-a-x----1If---0-.1-29·1-¡-0-21-9-2-t---0.-10-8-9--f

r-1S-¡--CÑ--r Combinatlo~-r Mm I -O12g;¡-' I -On)2' -0.1090

i 15

i 17 CM LinStatlc 0.7918 -0.0027 0.4571

: 17 T LinStatic -0.0906 0.0278 O1207

i 17 EQX LinRespSpec Max 1.1900 0.0779 0.6801i 17 EQY LinRespSpec Max 0.3058 0.1950 0.1817

1 17 I TO I LinStatlc I I -0.1065 I 00000 I -0.0639rl-1~7~1--c~v~-~I-c~o-m~b~in-at~io-n-rl-~M~a-x--;I---1.~26~2~0-rl-0-0--34~O~~

:1-7--+1--c-v--+1 Combination I Min I 0.6210 T-=-00376 I 0.3610

1 17 I O/V I Combinatlon I Max I 0.0271 I 0.1074 0.0332r 17 O/V Combinatlon Mm -0.0271 -0.1074 -0.0332

i 1919

CM LinStatlc 00000 0.0000 0.0000T LinStatic 00000 00000 0.0'060

19 EQX LinRespSpec Max 00000 00000 0.0000

! 19

19 EQY LinRespSpec Max 00000 0.0000 0.0000TO LinStatic 00000 0.0000 0.0000

1 19 CV Combination Max 00000 0.0000 00000

i 19 CV Combinatlon Min 0.0000 0.0000 0.0000

I 19 O/V Combination Max 00000 0.0000 0.0000¡ 19 O/V Combination Min 0.0000 0.0000 0.0000I 21 CM LinStatic 4.9782 -0.0006 -0.1645, 21 T LinStatic 0.0085 -0.4107 0.6390

21 EQX LinRespSpec Max 7.0213 0.4729 0.155221 EQY LinRespSpec Max 18293 1.1793 0.3029212121

TO LinStatic -0.6296CV Combination Max 7.4940

CV Combination Mln 3.6616

0.00310.1939-0.1978

0.0416

-0.0056-0.1780

21 O/V Combmatlon Max

- -- ---- ---

~~\ <:: .• ~I , .• ~

'. \ .. '

/€/H1f==:::::::::::::::INGENIERIA LTDA

CONTRATO IDU-133-05ESTUDIOSy DISEÑOSDELATRONCALCALLE26(AV3"

AEREOPUERTOELDORADO- AVJOSÉeMUTIS)- BOGOTÁD.CPUENTE PEATONAL CAD HOJA75

VERSiÓN00

:fI~~!n Joint Displacementsitm.Iffi't::Iíº,ptputCas~; ..Case1\lPe StepTYPe U1 (mm)¡ 21 ON --'--Comblna~on Min -0.2071! 22 CM LinStatic 5.8367 0.0023 -0.1656 í

.U2 (i;nm). U3( rnl1:) .j

-0.6199 -0.1584 ¡

¡ 22 T LinStatic 0.0043 -04120 0.7893 ¡t-:_=__t_--.--------------_t_-----t------+--~-_t_-----'! 22 EOX LinRespSpec Max 8.0815 0.5479 0.1542,.-----!--i 22 EOY LinRespSpec Max 2.0941 1.3668 0.3042+--:-:-- c------- ..- ----. -.---.I-------.---j----------_t_-.--------I-.-------ji 22 TO LinStatic -0.7801 0.0009 -0.0999r 22 CV Combinatlon Max 8.7895 0.2369 -0.0063 ¡.~-~-~-r_-~--_r~~~_4-~:_=_~_t_~~:_=_~L 22 CV Combination Min 4.3336 -0.2248 -0.1826 ¡r 22 ON Combinatio-n--+---M--:a-x--+--O=--.2-=-2=-:3-,.6-+----c-0-=7-=-25=-=8--t----c-0--,-1-=-58=-=7:----:'i---::-:-- --.--.---. - -.------ ..-_r-.- --:-----if--:-c-c--:c-+--c-c::~-+_---:-~,-,--i 22 ON Comblnatlon Mm -0.2245 -0.7236 -0.1589~~--. ~M--y-~-~-tl-c-.-+-----+~7-.4~96--4--+-~0~.0~7~60~-+--O=--.'--16::-::5~1~l

! 23T T --¡-iJnStatic -0.0047 -04158 1.1061 1r 23 EOX 1 LinRespSpec Max 9.9530 0.7960 0.1518 ¡i 23 EOY -y--L-in-R-e-s~Ps~p-e-c--I-----M-a-x--+--2.-5-18-5-;--1-.9-8-86--r-0-.3-0-60-,

L 23 TO LinStatic -0.8987 -0.0045 -0.3981 I! 23 I CV Comblnatlon Max 113005 0.5012 -0.0051

;11.. 2233J.: ONCV- __C_om_bl_na._t_io_n_I---__ M_I_n__ ;-_5_.5_54_4_-+-_-0_.1_04_5_l--_-0_.1_8_0_8--¡1 Combination Max 01357 1.1883 01592

i 23 ON Combmatlon Min -0.1360 -10770 -0.1594!f 24 I CM LinStatlc 5.8581 0.0020 -0.1829!

1 24 T -¡-·~LC-i n-S'~taC-ti-c-+-------+-0c-0=-=0-40.,---+---0:--:. 3:-::5:::-:55=---+1-.--:.0--:.7::-::8-=-96::------011"24 ·---EOx------r·-LiilRespspec-r--~-+--8.,-1218 0.5481 -0.1334 1j 24 §.92:._ ,-:L_in_R_e-,-scp_s-,p__e_c_l- __ M_a_x__ +-_2 ._09_6_6_+-1-:.3-6c-72-+~0-.2:-:3-,.38::---124 TO T LinStatlc -0.8084 00007 -0.0987I24 CV I Combination Max 8.8192 0.2363 -0.0566!

i 24 CV I Comblna-t-io-n-l----M-ln--;--4-34-8-5--+---0-.2-2-5-8-l----0-.2-7-8-7---'

tj4 eN I Comblnation Max 0.2069 07258 0.1140r 24 ON Combination Mm -0.2083 -0.7238 -0.120425 CM LinStatlc 4.9940 -0.0005 -0.1575

~~~+---~-----+-------~------+----+----~----! 25 T LinStatic 0.0074 -0.3253 0.64284-- +-----1---------4-------1-------+--------4-----':25 EOX LinRespSpec Max 70457 0.4728 0.147525 EOY LinRespSpec Max 1.8112 1.1791 0.2284

+-2-5-t--- TO LinStatlc -0.6391 O0028 00362

25 CV Comblnation Max 7.5185 0.1942 -0.013825 CV Combination Min 3.6929 -0.1973 -0.146725 ON Combination Max 0.1598 0.6196 0.120125 ON Combination Min -0.1600 -0.6197 -0.120033 CM LinStatic 00000 00000 0000033 T LinStatic 00000 00000 0000033 EOX LinRespSpec Max 0.0000 00000 0000033 EOY LinRespSpec Max 00000 00000 0.000033 TO LinStatic 00000 00000 0.0000 .J

¡ 33 CV Combination Max 00000 00000 00000 Jr-33-t----C-V·-- Combina-tlo-n--+---M-m---+-O-O-O-O-O-+---O-OO-O-O--+--O-OO-O-0-·

33 ON Combinatlon Max 00000 00000 00000L2:>". __ ~ Combination ...._M_ln O_~O_OO_._.

IEIf?JIf':::::=====INGENlERJA L TOA.


AEREOPUERTO EL DORADO - AV JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD HOJA 76

VERSiÓN 0.0

~ .1,Joint D¡~placements '<UI;¡Rl!¡~TI

JQlnr'-;;.;: .......... ·1' .,,~x'''''•••••~..CaseType st~Type U1 (mm') uiür:nri1·) U3

1(!"'""tñ1fi_~utputQ.ase-,~ , n:rn35 CM LinStatlc 0.9476 -0.0031 -0.4229

i 35 T LinStatlc 0.0743 0.0263 0.1317,35 EOX LinRespSpec Max 1.3107 0.1983 0.5300

[35._.",---- --~49-39-- ----

EOY LinRespSpec Max 0.3393 01559, 35 TO LinStatic -0.1212 0.0000 0.0512,- _ .., -'----' -------".

35 CV Combinatlon Max 1.3781 0.0594 -0.2830------ _._.- ---35 CV Combination Mm 0.6746 -0.0629 -0.6072

-35 OIV Combinatlon Max 0.0341 02539 0.040135 OIV Combinatlon Min -0.0341 -0.2539 -0.0401--- ._-- .-

-1.688937 CM LinStatic 3.7976 -0.0028¡ 37 T LinStatlc 0.2947 0.0066 0.4992r 37 EOX LinRespSpec Max 5.3462 0.4402 2.1655

37 EOY LinRespSpec Max 1.3748 1.0963 0.5790

I37 TO LinStatic -0.4981 0.0002 0.2107

I 37 CV Combination Max 5.6566 0.1799 -1.1691, 37 CV Combination Mm 2.7743 -0.1822 -2.48591 37 I OIV I Combinatlon I Max I 0.1182 I 0.55091o~ó915t--

I I I I I, 37 OIV Combination Min -0.1184 -0.5509 -0.0914~ 39 I CM I LinStatic I I 5.0016 -0.0034 -2.1441i 39 T LinStatic 0.3579 -0.4035 0.6427;, I I- I I I39 EOX LinRespSpec Max 7.1080 0.6553 2.6028

39 EOY LinRespSpec Max 1.8565 1.6319 07675~39 I TO I LinStatic I I -0.6788 I 0.0022 0.2600!~39 I CV I Combinatlon I Max I 7.5241 1 0.2767 I~

-1.4242, 39 I CV I Comblnatlon I Min I 3.6612 I -0.2847 I -3.'1845~

39 I OIV I Combmation I ---~-t~1.l?_---H~~04 0.1794¡ 39 I OIV I Combinatlon I Mm -0.2140 -0.8207 I -0.1796

40 CM LinStatic 5.8478 0.0002 -2.1521---

40 T LinStatlc 0.3544 -0.4128 0.793840 EOX LinRespSpec Max 8.0986 0.7804 2.595340 EOY LinRespSpec Max 2.105r- -1"9:;135 0.770440 TO LinStatic -0.8136 -0.0038 0.115940 CV Combination Max 8.8079 0.3572 -1.424240 CV Combination Min 4.3365 -0.3457 -3.197440 OIV Combmatlon Max 0.2360 0.9778 0182440 OIV Combination Min -0.2367 -0.9756 -0.182741 CM LinStatlc 7.4722 0.0912 -2.166041 T LinStatic 0.3463 -0.4146 1.112041 EOX LinRespSpec Max 9.8764 1.1184 2.579141 EOY LinRespSpec Max 24975 2.7872 0776141 TO LinStatic -0.9604 0.0047 -0.1878--41 CV Combmation Max 11.2668 0.7504 -1.421341 CV Combination Min 5.5244 -0.2320 -3.213141 OIV Combination Max 0.1272 1.5267 0.'187941 OIV Combination Min -0.1276 -1.4041 -0.188142 CM LinStatic 5.8772 0.0005 -2.1715

.._---, --_.-


AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ OCPUENTE PEATONAL CAD

JI~lCAlD!A MAYOR

8oc;"".lt,(,

M.!l~~~ncA'IO

1E1Rl7r====INGENIERIA LTDA

Joint Displacements

HOJA 77VERSiÓN 00

~~ffiftl~ºj,tputCase Case1"ype Step1"ype U1 (mm) U2( mm) U3 (nm).

! 42 T LinStatic 0.3547 -o 3562 0.7947

1 42 EOX LinRespSpec Max 8.1559 0.7810 2.5921

42 EOY LinRespSpec Max 2.1136 1.9448 0.7196--- ----_ ... ~--------- --_. ._---=0844242 TO LinStatic -0.0039 0.1169----- -

-1.491542 CV Combinatlon Max 8.8483 0.3566--_.__ ...•- ..------------ f------ . --_ •• +

42 CV Combination Min 4.3564 -o 3463 -3.3035......,,- ,.•..._-------- --_ .._-- _.-42 OIV Comblnatlon Max 0.2227 0.9783 0.1240

42 -00-- ~--'--'-,--,-- Min -0.2240 -0.9763 -0.1309 ¡Comblnatlon-

I 43 CM LinStatic 4.6851 00084 -2.0829~----1-------- --- -- --------- 1------------ ~-1 43 T LinStatic 03607 -o 2860 0.5956 :i---- - _._---_._-- ¡---

06167, 43 EOX LinRespSpec Max 6.6315 2.6877¡ 43

~-EOY LinRespSpec Max 1.7075 1.5345 0.7189

I 43 TO LinStatic -0.6198 0.0028 02625

J43 CV Combination Max 7.0345 0.2603 -1.4518

I - I -3.0904 1, 43 CV Combination Min 3.4496 -0.2443,¡ 43 OIV Combinatlon Max 0.1531 0.7733 0.1133 -lr 43 1 OIV

- I xComblnation Min -0.1533 -0.7733 -0.1132-r---"- I I I I¡ 44 CM LinStatic 5.0096 -0.0034 -2.0898~r T LinStatlc I I 0.3594 I -0.3182 I 0.6573 ¡44 I EOX LinRespSPec-T Max I 70742 I 0.6550 I 2.6792 ¡

1 44 IEOY LlnRespSpec 1 Max 18188 16311 I 0.7201r 44 J --- TO__ LinStatic I -0.6580 00020 I 0.2625! 44 CV Comblnation Max 7.5387 02771 -1.4502 Jt""44J--CV--- ------ I - I I I -30988 ¡Combinatlon Min 3.7003 -0.2844

-----0.1599-5.04990.70917.2602

1.9005-0.74187.58923.671502196-0.2203

5.88760.7052

8.17512.1272-0.87718.86764.37030.2412-0.24207.4297

¡ 53

~ 53, 53: 53 - ---.

I 53I 54+-

54i.•..-j 54

I 54

L 54¡ 54; 54t 54

i 54I 55I

¡ 55L____ ~_•.•

T LinStatic~_+--~~~~-----_.~~~-.--~--~---_+--~~--~~~~--r_~~~,EOX LinRespSpec MaxEOY LinRespSpec Max

TO LinStaticCV Combination MaxCV Comblnatlon Min- ------- --OIV Comblnation MaxOIV Comblnation MinCM LinStatic

TO LinStaticCV Combinatlon MaxCV Combination MinOIV Combinatlon MaxOIV Combinatlon MlnCM LinStaticT LinStatlc

_ .. ,. .. -- ,

2.1720 1.3995

-0.0023 0.4728

0.3553 -2.7497

-0.3644 -6.2949

10688 0.2697-1.0695 -0.2700

0.0036 -4.1994-0.4118 0.8054

1.0524 4.74882.6192 1.3994

-0.0003 0.32930.4867 -2.7493-04644 -6.29821.2753 02703-1.2723 -0.27060.1279 -4.1973-0.4131 1 1224"- _.

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CONTRATO IDU-133-05 y AEREOPUERTO EL DORADO - AV. JOSÉ … · i€/!?llf-=====ingenleria ltda...

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Transcript of CONTRATO IDU-133-05 y AEREOPUERTO EL DORADO - AV. JOSÉ … · i€/!?llf-=====ingenleria ltda...