ingenleria ltda.c~t~r¡r~tt!ti~~,...,.!€irji!-=====ingenleria ltda. contrato idu-133-05 estudios y...

C~t~r¡r~tt!ti~~,...,.!€IRJI!-======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

9.3 ANEXO C: DEFINICiÓN DE COMBINACIONES DE CARGA

HOJA 107VERSiÓN 0.0

G:i,~r~~~~

IEIRJI!====INGENlERIA UOA.



.'1 '1 tJ(){).. (JSa

HOJA 108VERSiÓN 00

9.3.1 RAMPA 1

/

(

TABLE: Combination DefinitionsComboName ComboType CaseType CaseName ScaleFactor SteelDesign

Text Text Text Text Unitless Ves/No

COMB1 Envelope NonLin Statlc TOCM 1 Yes

COMB2 Envelope NonLin Statlc TOCML1 1 Yes

COMB3 Envelope NonLin Static TOCML1T 1 YesCOMB4 Envelope NonLin Static TOCMLD 1 Yes

COMBS Envelope NonLin Static TOCMLDT 1 -VesCOMB6 Envelope NonLin Static TOCMlI 1 Ves

COMB7 Envelope NonLin Statlc TOCMLlT 1 Ves

COMB8 Envelope Nonlln Static TOCMW1 1 VesCOMB9 Envelope Nonlln Static TOCMW1T 1 Ves

COMB10 Envelope Non lIn Stati c TOCMW2 1 VesCOMB11 Envelope Nonlln Statlc TOCMW2T 1 Ves

COMB12' linear Add lIn ear Stati c CM I VesCOMB12' Response Spectrum EQX 1

COMB13' linear Add lIn ear Stati e CM 1 VesCOMB13' Response Spectrum EQY 1

COMB14' linear Add lIn ear Stati e CM 1 VesCOMB14' Response Spectrum EQX 1

COMB14' Response Combo CV O.SCOMB1S' linear Add linear Static CM 1 Ves

COMB1S' Response Spectrum EQY 1COMB1S' Response Combo CV O.S

CV Envelope lIn ear Statl e CV1 1 No

CV linear Static LD 1CV linear Static LI 1

CW Envelope linear Static W1 1 NoCW lIn ear Statl e W2 1

lE~u==== INGENlERIA L TOA


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

IJll(AlD A AIAroR

,or;Clflt,.(.

t.r.':l"'~~¿~~nn4I"'')-

HOJA 109VERSiÓN 00

9.3.2 RAMPA 2


Text Text Text Text Unitless Yes/NoCOMBi Envelope NonLin Statie TOCM 1 YesCOMB2 Envelope NonLin Statle TOCML 1 1 YesCOlvlB3 Envelope NonLin Statie TOCML 1T 1 YesCOME4 Envelope NonLin Statle TOCMLD 1 YesCOMB5 Envelope NonLin Statle TOCMLDT 1 Yes

COMB6 Envelope NonLin Statie TOCMLI 1 YesCOMB7 Envelope NonLin Statie TOCMLlT 1 Yes

COMBS Envelope NonLin Statie TOCMWi 1 YesCOMB9 Envelope NonLin Statle TOCMW1T 1 Yes

COMBi0 Envelope Non Lin Statl e TOCMW2 1 YesCOlvlB11 Envelope NonLin Statle TOCMW2T 1 Yes

COMB12* LinearAdd Linear Statle CM 1 YesCOMB12* Response Spectrum EOX 1

COMBi3* Linear Add Linear Statle CM 1 YesCOMB13' Response Speetrum EOY 1

COMB14* Linear Add Linear Statle CM 1 Yes

COMB14* Response Speetrum EOX 1COMB14* Response Combo CV 0.5

COMB15* Linear Add Linear Statle CM 1 YesCOlvlB15* Response Speetrum EOY 1

COMB15* Response Combo CV 0.5CV Envelope Linear Statie CV1 1 No

CV Linear Statie LD 1CV Linear Statie LI 1CW Envelope Linear Static W1 1 NoON Linear Static W2 1

G.{¡~li.t~!i~'~~~.,.lE/Rtf(====INGENfERIA LTDA.

....~ tJOfJ08 i

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

AEREOPUERTO EL DORADO - AV. JOSÉ e MUTIS) - BOGOTÁ D.CPUENTE PEATONAL CAD HOJA 110

VERSiÓN 00

9.3.3 RAMPA 3


Text Text Text Text Unitless YeslNo

COMBi Envelope NonLin Statlc TOCM 1 Yes

COMB2 Envelope NonLin Static TOCML 1 1 Yes

COMB3 Envelope NonLin Statlc TOCML 1T 1 Yes

COMB4 Envelope NonLin Stati c TOCMLD 1 YesCOMBS Envelope NonLin Static TOCMLDT 1 Yes

COMB6 Envelope NonLin Static TOCMLI 1 YesCOMB7 Envelope NonLin Statlc TOCMLlT 1 Yes

COMB8 Envelope NonLin Statlc TOCMWi 1 YesCOMB9 Envelope NonLin Static TOCMW1T 1 Yes

COMBi0 Envelope NonLin Stati c TOCMW2 1 YesCOMBii Envelope NonLin Static TOCMW2T 1 Yes

COMBi2' Linear Add Linear Static CM 1 YesCOMBi2' Response Spectrum EOX 1

COMB13' Linear Add Linear Static CM 1 YesCOMBi3' Response Spectrum EOY 1

COMBi4' Linear Add Linear Statlc CM 1 YesCOMBi4' Response Spectrum EOX 1

COMBW Response Combo CV O.SCOMBiS' Linear Add Linear Statlc CM 1 Yes

COMBiS' Response Spectrum EOY 1

COMBiS' Response Combo CV O.SCV Envelope Linear Stati c CVi 1 No

CV Linear Static LD 1CV Linear Statlc LI 1

CW Envelope Linear Static Wi 1 NoCW Linear Static W2 1

~nt.llmrL~~~r:,"t1E1RJ7r

=:::::::::::=INGENlERIA LTOA

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


VERSiÓN 00

9.4 ANEXO D: VERIFICACION DE ESFUERZOS EN LOS ELEMENTOS

1E!Rl7f===INGENlERIA LTDA

9.4.1 RAMPA 1

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


VERSiÓN 0.0

I

I\

·f'"

SAP2000 Pr~ect. _Job Number _Engineer _

AISC-ASD01 STEEL SECTION CHECKCombo COMB3Units : Kgf, mm, C

F!:"ame 382 Design Sect: CSX Mid 138809.211 Design Type: B!:"acey Mid - o. 860 F!:"ame Type O!:"dinary Moment F!:"ameZ Mid 114702.942 .Sect Class Non-CompactLength 1200.000 Majo!:" Axis 0.000 deg!:"ees counte!:"clockwise f!:"om local 3Loc 800.000 RLLF 1. 000

A!:"ea 6129.020 SMajo!:" 202363.171 !:"Majo!:" 40.955 AVMajoL: 2539.097IMajo !:" 10280049.064 SMino!:" 361738.748 !:"Mino !:" 94.841 AVMino!:": 3858.334IMino!:" 55128985.172 ZMajo!:" 234539.854 E 20390.000Ixy 0.000 ZMino!:" 467031. 324 Fy 32.100

STRESS ClillCK FORCE S & MX<IENTSLocation800.000

P M33-59299.632 146839.950

M2236740.229

V2-10.252

V3 T14.639 -12600.653

PMM DEMAND/CAPACITY RATIOGove!:"ning Total P MMajo!:" MMino!:" Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-l) 0.582 0.550 + 0.028 + o. 005 1. 000 OK

AXIAL FORCE DESIGNP fa Fa Ft

Force St!:"ess Allowable AllowableAxial -59299.632 9.675 17.589 19.260

MX<IENT DESIGNM fb Fb Fe Cm K L Cb

Moment St!:"ess Allowable Allowable Facto!:" Facto!:" Facto!:" Facto!:"Majo!:" Moment 146839.950 0.726 24. 075 122.296 0.850 1. 000 1. 000 1.000Mino!:" Moment 36740.229 0.102 19.260 655.838 0.855 1. 000 1. 000

SIillAR DESIGNfv

St!:"ess0.0000.000

VFo!:"ce

10.25214. 639

FvAllowable

12. 84 O12. 84 O

StressRatio0.0000.000

StatusCheck

OKOK

TTo!:"sion

0.0000.000

Majo r Shea!:"Minor Shea!:"

SAP2000v10.0.1- File

~..".. ' .

SAP2000 ", Pr~ect. _Job Number _Engineer _

AISC-ASDOl STEEL SECTION CHECKCombo COl<1B3Units : Kgf, mm, C

FrameX MidY MidZ MidLengthLoc

633140162.4622811. 230113230.2911200.006J.200.006

Design Sect: ClDesign Type: BraceFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000

rMajorrMinorEFy

58.70258.70220390.00032.100

AVMajor: 1905.000AVMinor: J.905.000

SMajorSMinorZMajorZM.i.nor

167643.184167643.184196679.471J.96679.471

At'ealMajorlMinorh:y

3648.710J.2573238.778J.2573238. 7780.000

STRES S CIIEC'K FORCES & M:MENTSV3

84. 996V2

13. 681T

-5572. 862Location1200.006

p M33 M2241239.347 180824.596 -56648.971

J'hM DEMAND/CAPACB'Y RNl'IOGoverning Total P MMajor MM.i.nor Ratio Status

Equation Ratio Ratio Ratio Ratio L.i.mit Check

(H2-1) 0.654 0.587 + 0.051 + O. 016 1. 000 OK


Force St:ress Allowable AllowableAx.i.al 41239.347 11.302 18.200 19.260

M:MEN'1' DES IGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Facto r Factor Factor Factor

Major Moment 180824.596 1. 079 21. 186 251. 253 1. 000 1. 000 1. 000 1. 000

Minor Moment -56648.971 0.338 21. 186 251. 253 1. 000 1. 000 1. 000

snEAR DESIGNV fv Fv Stress Status T

Force Stress Allowable Ratio Check Torsion

Major Shear 13. 681 0.000 12. 84 O 0.001 OK 0.000

Minor Shear 84.996 0.000 12. 84 O 0.003 OK 0.000

SAP2000 v10.0.1 - File:

(

,.' OOOOS3'

SAP2000 Project. _JobNumber ~

Engineer _

AISC-ASDOl STEEL SECTION CHECKCombo COMB2Units : Kgf, mm, C

Fr-ame 839 Design Sect: PRX Mid 135980.328 Design Type: Columny Mid 2810.881 Fr-ame Type Or-dina ry Moment Fr-ameZ Mid 113909.577 Sect Class CompactLength 1125.005 Major- Axis 0.000 degr-ees counteLclockwise fLom local 3Loc 0.000 RLLF 1. 000

Ar-ea 3064.510 SMajor- 128223.086 r-Major- 56.465 AVMajor-: 1935.4801I1ajor- 9770599.142 SMinoL 101181. 585 r-Minor- 40.955 AVI1inor-: 1290.320IMinor- 5140024.532 ZMajor- 156189.204 E 20390.000Ixy 0.000 ZMinor- 117269.927 Fy 32.100

STRESS CHECKroRCES & MMENTSLocation P M33 M22 v2 V3 T0.000 -19838.218 -115976.29 O 43716. 910 -252.633 50.088 -18089.242

PI+! DEMAND/CAPACITYRATIOGover-ning Total P MMajoL MMinoL Ratio StatusEquation Ratio Ratio Ratio Ratio r:.imit Check(Hl-l) 0.851 0.742 + O. 042 + O. 067 1. 000 OK

AXIAL roncE DESIGNP fa Fa Ft

For-ce Str-ess Allowable AllowableAxial -19838.218 6.474 8.719 19.260

MMENT DESIGNM fb Fb Fe Cm K L Cb

Moment StLess Allowable Allowable Factor- Factor- Factor- Factor-Major- Moment -115976.29 O 0.904 21. 186 48. 656 0.850 2.332 1. 000 1. 000Minor- Moment 43716.910 0.432 21. 186 8.733 0.850 3.992 1. 000

SHEAADESIGNV fv Fv Str-ess Status T

Force Str-ess Allowable Ratio Check Tor-sionMajor- Shear- 252. 633 0.000 12. 84 O 0.010 OK 0.000Minor- Shear- 50.088 O. 000 12. 84 O 0.003 OK 0.000

SAP2000 v10.0.1 - File

SAP2000 Pr~ect _Job Number _Engineer _

AISC-' ASoOl STEEL SECTION CHECKCombo COMB2Units : Kgf, mm, C

Design Sect:Design Type:Frame TypeSect Classl~ajo r AxisRLLF

DG2BraceOrdinary Moment FrameNon-Compact0.000 degrees counterclockwise from local 31. 000

FrameX IÜdy IÜdZ MidLengthLoc

334151949.672-O. 860115096.9861999.9961999.996

SMajorSMinorZI1aj orZMinor

3342.85142787.0195727. 49652146.618

rMajorrMinorEFy

6.52450.42120390.00032.100

AVMaj oro 864. 914AVMinor: 3440.074

AreaIMajorIMinorIxy

1060.28845128.4882695582.2170.000

sn{ESS CHECK FORCES ¡; ~NTSLocation p M33 M22 V2 V3 T

1999.996 17439.507 0.000 0.000 9.240 0.000 -159.665

PhM DEMANO/CAI?ACITY RATIOGoverning Total P MMajor MMinor Ratio Status

Equation Ratio Ratio Ratio Ratio Limit Check

(H2-1) 0.854 0.854 + 0.000 + 0.000 1. 000 OK

AXIAL FORCE OESIGNP fa Fa Ft

For-ce Stress Allowable AllowableAxial 17439.507 16. 448 18.513 19.260

M:l>iEN'l' OESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor Facto r

Major Moment 0.000 0.000 19.260 446.888 1. 000 1. 000 0.050 1. 000

Minor Moment 0.000 0.000 19.260 26693.212 1. 000 1. 000 0.050

SIIEAR OESIGNV fv Fv Stress Status T


Major Shear 9.240 0.000 12.84 O 0.001 OK 0.000

Minor Shear 0.000 0.000 12.84 O 0.000 OK 0.000

SAP2000 v'1O.0.1 - File

r'" nODOS2



Frame 1011 Design Sect: RPX Mid 130709.976 Design Type: Bracey Mid 799.140 Frame Type Ordinary Moment FrameZ Mid 112994.438 Sect Class CompactLength 1706.984 Major Axis 0.000 degrees counterclockwise from local 3Loc 853.492 RLLF 1. 000

Area 609.750 sMajor 13342.274 rMajor 27.674 AVMajor: 315.000IMajor 466979.578 SMinor 13342.274 rMinor 27.674 AVMinor: 315.000IMinor 466979.578 zMajor 15497.156 E 20390.000Ixy 0.000 ZMinor 15497.156 Fy 29.500

STRESS CHECKFORCES & M:MENTSLocation P M33 M22 V2 V3 T853.492 -1118.086 3216.645 0.000 0.000 0.000 -1015.989

PM<IDEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.146 0.133 + O. 012 + 0.000 1.000 OK


Force Stress Allowable AllowableAxial -1118.086 1. 834 13.750 17.700

M:MENTDESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FélctorMajor Moment 3216. 645 0.241 19. 47O 27.597 1. 000 1.. 000 1. 000 1.000Minor Moment 0.000 0.000 19. 47O 27.597 1. 000 1. 000 1. 000

SHEARDESIGNV fv Fv Stress Status T

Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 11.800 0.000 OK 0.000Minor Shear 0.000 0.000 11.800 0.000 OK 0.000

SAP2000 v1 00.1 - File


AISC-&qDOl STEEL SECTION CHECKCombo Cmm3Units : Kgf, mm, C

Oesign Sect:Oesign Type:Fr-arne TypeSect ClassMajor- AxisRLLF

781140115.1972620.140113702.9341200.000800.000

LGBr-aceOr-dinar-y Moment Fr-arneCompact0.000 degr-ees counter-clockwise fr-om local 31. 000


r-Major-r-Minor-EFy

43.67825.42420390.00029.500

AVMajor-: 600.000AVMinor-: 300.000

SMajor-SMinor-ZMajor-Zl1inor-

27822.04918852.43134156.25021031.250

Ar-eaI11ajorIMinor-Ixy

875.0001669322. 917565572.9170.000

S'l'lillS S CHECK FORCE S & I>ll>1ENTSLocation P M33 M22 v2 V3 T800.000 3948.105 2022. 622 0.000 2.528 0.000 -254.398

PM!!! DEMAND/CJlPACITY RATIOGover-ning Total P MMajor- MMinor- Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1J 0.259 0.255 + 0.004 + O. 000 1. 000 OK


Focce Str-ess Allowable AllowableAxial 3948.105 4.512 14. 968 17.70 O

I>ll>1EN:1'DES IGNM fb Fb Fe Cm K L Cb

Moment Str-ess Allowable Allowable Factor- Factor- Factor- Factor-

Major Moment 2022. 622 0.073 19.470 139.104 1. 000 1. 000 1. 000 1. 000

Minor- Moment 0.000 0.000 19.470 47. 129 1. 000 1. 000 1. 000

SIllAR DESIGNV fv Fv Str-ess Status T

For-ce Str-ess Allowable Ratio Check To t"sion

Major- Shear- 2.528 0.000 11.800 0.000 OK 0.000

Minor Shear 0.000 0.000 11.800 0.000 OK 0.000

SAP2000 vIO.O.1 - File

SAP2000 Project _Job Number _Engineer _


Frame 985 Design Sect: VTAX Mid 143100.309 Design Type: Bearny Mid 2013.140 Frarne Type Ordinary Moment FrarneZ Mid 114001. 444 Sect C1ass CompactLength 1214.000 Major Axis 0.000 degrees counterclockwise from local 3Loe 0.000 RLLF 1. 000

Area 3013.710 sMajor 123936.635 rMajor 55.537 AVMajor: 1905.000IMajor 9295247.599 SMinor 97748.346 rMinor 40.271 AVMinor: 1270.000IMinor 4887417.324 ZMajor 151070.596 E 20390.000Ixy 0.000 ZMinor 113399.221 Fy 32.100

STRES S CHECK FORCES & M:HENTSLocation P M33 M22 V2 V3 T0.000 -1483.785 594338.618 -2752.589 165.840 0.939 45.764

PM><IDEMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio IJimit Check(Hl-3) 0.284 0.033 + 0.249 + 0.001 1. 000 OK


Force Stress Allowable AllowableAxial -1483.785 0.492 14.844 19.260

M:HENT DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 594338.618 4.796 19.260 40.896 1. 000 1.. 000 2.318 1.000Minor Moment -2752.589 0.028 19.260 28. 884 1. 000 1. 000 2.000

SHEAR DESIGNV fv Fv Stress Status T

Force Stress Allowable Ratio Check TorsionMajor Shear 165.840 0.000 12. 84 O 0.007 OK O. 000MinoL Shear 0.939 0.000 12. 84 O 5.761E-05 OK O. 000

L-- JSAP2000v10.0.1- File

~,(1 t ! ';-••b ,,; < • ~),,'~) •• :' "., 1;

-~ . '.

SAP2000 Project, _Job Number _Engineer _

AISC-ASDO~ HTEEL SECTION CHECKCombo COMB3Units : Kgf, mm, C

Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF

VLBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31. 000

FrameX MidY MidZ MidLengthLoe

688153149.6722521. 140114296.9881200.0001200.000

AreaIMajorIMinorIxy

8923.872196411578.1821382842.9180.000

SMajorSMinorZMajor2Minor

1122351. 875209635.7151252533.566320169.036

rMajorrMinorEFy

148.35748.95020390.00032.200

AVMajor: 3024.000AVMinor: 5134.000

S'l'RES S CIIECK FORCES & M:l>IEN1'SV3

-226.845V2

2878.451T

-1346. 113Location1200.000

p M33 M22-421.080 -3357703.9 118857.302

1'M>!! J)EMAND/CAPACITY RAT1:OGoverning Total P MMajor MMino r Ratio Status


(Hl-3) 0.167 0.003 + 0.141 + 0.023 1. 000 OK

AXIAL FORCE DESIGNp fa Fa Ft

Force Stress Allowable AllowableAxial -421. 080 0.047 17.983 19.32 O

M:l>IEN'f DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Facto r Factor Factor Facto r

¡-lajor Moment -3357703.9 2.992 21. 252 1604.803 0.850 1. 000 1. 000 1. 000

!<linar f'Ioment 11.8857.302 0.567 24.150 174.711 0.850 1. 000 1. 000

SlillAR DESIGNV fv Fv Stress Status T


!<lajor Shear 2878.451 0.000 12.880 0.074 OK 0.000

!<linar Shear 226.845 0.000 12. 88 O O. 003 OK 0.000

SAP2000v'IO.01- File


\:

AISC-ASDOl STEEL SECTION CHECKCombo COMB2units : Kgf, mm, C


875153749.672145.140114296.988292.000292.000

Design Sect: VTRDesign Type: BeamFrame Type ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000

rMajorrMinorEFy

148.35748.95020390.00032.200


sMajorSMinorzMajorZMinor

1122351. 875209635.7151252533.566320169.036

AreaIMajorIMinorIxy

8923.872196411578.1821382842.9180.000

STRESS CHECKFORCES & MMENTSLocation p M33 M22 V2 V3 T292.000 -628.848 -2060091. 81 146990.755 9185.689 -806.498 -68.151

PI+! DEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.119 0.004 + 0.086 + 0.029 1. 000 OK




Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -2060091. 81 1. 836 21. 252 363.324 1. 000 1. 000 8.637 1.000Minor Moment 146990.755 0.701 24. 150 2950.644 0.850 1. 000 1.000


Force Stress Allowable Ratio Check TorsionMajor Shear 9185.689 0.000 12. 88O 0.236 OK 0.000Minor Shear 806.498 0.000 12. 88O 0.012 OK 0.000


SAP2000

AISC-ASDOl STEEL SECTION CHECKCombo COl1BllUnits : Kgf, mm, C

Frame 732 Design Sect: L4X Mid 125756.196 Design Type: Beamy Mid 844.889 Frame Type Ordinary Moment FrameZ Mid 112402.390 Sect Class Slende rLengt:h 1965.962 Major Axis 0.000 degrees counterclockwise from local 3Loc 982.981 RLLF 1. 000

Area 1219.998 SMajor 17131. 473 rMajor 31. 813 AVMajor: 645.160IMajo r. 1265062.585 SMinor 17131. 473 t:Minor 31. 813 AVMinor: 645.160II~inolC 1265062.585 ZI1a] ot: 30849.768 rMax 40.203 E 20390.000Ixy -·755258.635 ZMinot: 30849.768 t:Min 20.195 Fy 32.200Theta 45.000

S~'ll.ESS CHE(.1< FORCES ,\; MMlNTSLoca·tion P M33 ~122 V2 V3 T982.981 -498.525 8768.326 O. 000 0.000 0.000 -9.049

PM;{ IlEM1\ND;CJlPACITY RATIOGoverning Total P MMajor MMinot: Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.164 0.120 + 0.015 + 0.029 1. 000 OK


FOICce Stress Allowable AllowableAxial -498.525 0.399 3.313 19.32 O

M~EN'l' DESIGN~1 fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Facto r Factor Factor FactorMajor Moment 6200.143 0.220 15.165 8.221 1. 000 1. 000 1. 829 1. 000Ninor 110ment -6200.143 0.477 16.538 3.313 1.000 1. 000 1. 000

SIIEAR DESIGNV fv Fv Stt:ess Status l'

Force Stress Allowable Ratio Check To rsionNajor Shear 0.000 0.000 12.880 0.000 OK 0.000Ninor Sheat: 0.000 0.000 12. 880 0.000 OK 0.000

SAP2000 v10.0.1 - File


AISC-ASD01 STEEL SECTIONCHECKCombo COMB15*Units : Kgf, mm, C

Frame 6 Design Sect: P840X Mid 126859.827 Design Type: Bracey Mid 548.505 Frame Type Ordinary Moment FrameZ Mid 109730.210 Sect class CompactLength 500.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 500.000 RLLF 1. 000

Area 5433.008 SMajor 276151. 328 rMajor 74.621 AVMajor: 2719.240IMajor 30252377.986 SMinor 276151. 328 rMinor 74.621 AVMinor: 2719.240IMinor 30252377.986 ZMajor 364910.031 E 20390.000Ixy 0.000 ZMinor 364910.031 Fy 21. 251

STRESS CHECKFORCES & ~NTSLocation P M33 M22 v2 V3 T500.000 -21630.623 354124.643 -1275866.65 -701. 204 2551. 733 O. 000

PMMDEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1J 0.658 0.316 + 0.092 + 0.330 1. 000 OK

AXIAL FORCEDESIGNP fa Fa Ft


~NT DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 354124.643 1. 282 14. 025 2338.566 1. 000 1. 000 1. 000 l. 000Minor Moment -1275866.65 4.620 14. 025 2338.566 1. 000 1. 000 1. 000


Force Stress Allowable Ratio Check TorsionMajor Shear 701.204 O. 000 8.500 0.030 OK 0.000Minor Shear 2551. 733 O. 000 8.500 O.no OK 0.000


,¡~:}"'. '''11.

SAP2000 Pr~ect _Job Number _Engi neer _

AISC-ASDOl STEEL SECTION CHECKCombo COMB15*Units : Kgf, mm, C

Frame 38 Design Sect: P440:x Mid 153749.649 Design Type: Bracey Mid 1408.358 Frame Type Ordinary Moment FrameZ Mid 111843.451 Sect Class CompactLength 4137.575 Major Axis 0.000 degrees counterclockwise from local 3Loe 2068.788 RLLF 1. 000

Area 1716.880 SMajor 44955.416 rMajor 38.684 AVMajor: 859. 637IMajor 2569202.045 SMinor 44955.416 rMinor 38.684 AVMinor: 859. 637II~ino r 2569202. 045 ZMajor 59774.117 E 20390.000Ixy 0.000 ZMinor 59774.117 Fy 21. 251

STRESS CHECKFORCES & M:MENTSLocation P M33 M22 V2 V3 T2068.788 -6943.273 28750.693 0.000 0.000 0.000 -3720.564

PI>MDEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-l) 0.599 0.518 + 0.082 + 0.000 1. 000 OK




Moment Stress Allowable Allowable Factor Factor Factor Factor~1ajor Moment 28750.693 0.640 14.025 9.178 1. 000 1. 000 1. 000 1. 000IÜnor 110ment 0.000 0.000 14.025 9.178 1. 000 1. 000 1. 000

SHEARDESIGNV fv Fv StL"ess Status T

Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 8.500 0.000 OK 0.000Mi.nor Shear 0.000 0.000 8.500 0.000 OK 0.000

SAP2000 vi 0.0.1 - File:

G.Gl~t¡rJ.tUi"~~r,~IEfRJ/f====INGENJERIA LTDA

9.4.2 RAMPA 2



VERSiÓN 00

SAP2000 Proje ct. --'-__JobNumber ~ _Engineer _


Frame 2085 Design Sect: CSX Mid 11568.252 Design Type: Bracey Mid 8164.000 Frame Type Ordinary Moment FrameZ Mid 3309.163 Sect Class Non-CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 800.000 RLLF 1. 000

Area 6129.020 SMajor 202363.171 rMajor 40.955 AVMajor: 2539.097IMajor 10280049.064 SMinor 361738.748 rMinor 94.841 AVlÜnor: 3858.334IMinor 55128985.172 ZMajor 234539.854 E 20390.000Ixy 0.000 ZMinor 467031. 324 Fy 32.100

STRESS CHECKFORCES & ~NTSLocation P M33 M22 V2 V3 T800.000 -46206.275 117714.513 23663.930 -2.020 4.284 -8175.448

PI+! DEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquatlon Ratio Ratio Ratio Ratio Limit Check(Hl-l) 0.703 0.645 + 0.054 + 0.004 1. 000 OK


Force Stress Allowable AllowableAxial -46206.275 7.539 11. 685 19.260


Moment Stress Allowable Allowable Factor Factor- Factor FactorMajor Moment 117714.513 0.582 24.075 13.588 1. 000 1. 000 3.000 1.000Minor Moment 23663.930 O. 065 19.260 72.871 1. 000 1. 000 3.000


Force Stress Allowable Ratio Check TorsionMajor Shear 2.020 0.000 12.84 O 6. 196E-05 OK O. 000Minor Shear 4.284 O. 000 12.84 O 8.646E-05 OK 0.000

SAP2000 v10.0.1 - File

· ,,SAR2,(l)Oo.~.~- ...' :. .. _ ...~.:-

Pr~ect. _Job Number _Engineer _

Design Sect: ClDesign Type: BraceFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000


SAP2000 v10.0.1- File

SMajorSMinorZMajorZMinor

t"Majorr-MinorEFy

58.70258.70220390.00032.100


FrameX MidY Mid2 MidLengthLoe

210612602.5948164.0001597.7491199.0000.000

167643.184167643.184196679.471196679.471

STRESS CHECK FORCES ~ M:l!ffiNTSLocation P M33 M220.000 29939.643 142492.566 -11210.581

PMMDEMAND/CAllACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) O. 469 0.426 + 0.040 + o. 003 1. 000 OK


Force Stress Allowable AllowableAxial 29939.643 8.206 18.201 19.260

M:MEN'I' DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor Factot"Major Moment 142492.566 0.850 21. 186 251. 675 1. 000 1. 000 1. 000 1. 000Minor Moment -11210.581 0.067 21. 186 251. 675 1. 000 1. 000 1. 000

SHEl\R DESIGNV fv Fv Stt"ess Status T

Force Stress Allowable Ratio Check To t"sionl1ajor Shear 11. 905 O. 000 12.840 O. 000 OK o. 000Minor Shear 15.037 0.000 12. 84 O o. 001 OK 0.000

V2-11.905

V3-15.037

AreaIMajo rI1~ino rIxy

3648.71012573238.77812573238.7780.000

T-2205.133

/ SAP2000 Project -r--"·_'Ilf-· H(Jy·'H'í-"7.,....~Job NUmber '_··_U_. _0-,,-, =O-'-"-.~-:",.6,,",-:_Engineer _

AISC-ASD01 STEEL SECTION QIECKCombo COMB3Units : Kgf, mm, C

FLame 2163 Design Sect: PRX Mid 23960.409 Design Type: Columny Mid 8164.000 FLame Type OLdinary Moment FLameZ Mid 1019.467 Sect Class CompactLength 515.000 MajoL Axis 0.000 degLees counteLclockwise fLom local 3Loc 0.000 RLLF 1. 000

ALea 3064.510 sMajoL 128223.086 LMajoL 56.465 AVMajoL: 1935.480IMajoL 9770599.142 SMinoL 101181.585 LMinoL 40.955 AVMinoL: 1290.320IMinoL 5140024.532 ZMajoL 156189.204 E 20390.000Ixy 0.000 ZMinoL 117269.927 Fy 32.100

STRESS CHECKFORCES & M:MENTSLocation P M33 M220.000 -21356.044 470789.874 -42357.242

v2176.743

V326.744

T-3428.910

PMMDEMAND/CAPACITYRATIOGoveLning Total P MMajoL MMinoL Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(111-1) 0.604 0.420 + 0.162 + O. 022 1. 000 OK


FOLce StLess Allowable AllowableAxial -21356.044 6. 969 16.606 19.260


Moment StLess Allowable Allowable FactoL FactoL FactoL FactoLMajoL Moment 470789.874 3.672 21. 186 469.459 0.923 1.640 1. 000 1. 000MinoL Moment -42357.242 0.419 21. 186 60. 658 1. 000 1. 065 3.107

SlIEARDESIGNV fv Fv StLess Status T

FOLce StLess Allowable Ratio Check TorsionMajoL SheaL 176.743 0.000 12. 84O 0.007 OK 0.000MinoL SheaL 26.744 0.000 12. 84O 0.002 OK 0.000

,~---------------------------------------------------- J

SAP2000 v10.0.1 - File

, ~. ;,

SAP2000 Pr~ect. -Job Number _Engineer _

AISC-ASD01 S'fEEL SECTION CllECKCombo COMB3Units : Kgf, mm, C

Frame 2069 Design Sect: DG2X Mid 22160.409 Design Type: Bracey Mid 8164.000 Frame Type Ordinary Moment FrameZ Mid 1561. 967 Sect Class Non-CompactLength 2000.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 2000.000 RLLF 1. 000

¡,re a 1060.288 SMajor 3342.851 rMajor 6.524 AVMajor: 864.914IMajor 45128.488 SMinor 42787.019 rMinor 50.421 AVMinor: 3440.074IMinor 2695582.217 ZMajor 5727.496 E 20390.000Ixy 0.000 ZMinor 52146.618 Fy 32.100

STRESS CHECK FORCES ~ M:HENTSLocation P M33 M22 V2 V3 T2000.000 16338.130 0.000 0.000 9.240 0.000 -171. 866

PM>1 DEMAND/CAPACITY RATIOGoverning 'rotal p MMajor MMinor Ratio Status


(H2-1) O. 800 0.800 + 0.000 + 0.000 1. 000 OK


Force Stress Allowable AllowableAxial 16338.130 15. 409 18.513 19.260

M:HENT DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor Facto r

l~ajor tloment 0.000 0.000 19.260 446.887 1. 000 1. 000 0.050 1. 000

Minor Moment 0.000 0.000 19.260 26693.114 1. 000 1. 000 0.050

SIIEAR DESIGNV fv Fv stress status T

Force Stress Allowable Ratio Check To rsion

Major Shear 9.240 0.000 12. 84 O 0.001 OK 0.000

tÜnor Shear 0.000 O. 000 12. 84 O 0.000 OK 0.000

SAP2000 v10.0.1 - File:

,.,'" ,SBS G-"'¡'9

SAP2000 Project _

Job Number _Engineer _

p;



268922160.41010178.0001276.9671706.983853.491

Design Sect: RPDesign Type: BeamFrame Type Ordinary Moment FrameBect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000

rMaj orrMinorEFy

27.67427.67420390.00029.500



13342.27413342.27415497.15615497.156

AreaIMajorIMinorIxy

609.750466979.578466979.5780.000

STRESS CHECKFORCES & M:MENTSLocation P M33 M22 V2 V3 T853.491 -1004.678 3224.538 0.000 O. 000 0.000 -30.595

PI+! DEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.132 0.120 + 0.012 + 0.000 1.000 OK


Force Stress Allowable AllowableAxial -1004.678 1. 648 13.75 O 17.700

M:MENTDESIGNM fb Fb Fe Cm K L eb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 3224.538 0.242 19. 47 O 27.597 1. 000 1. 000 1. 000 1.000Minor Moment 0.000 0.000 19. 47 O 27.597 1. 000 1. 000 1. 000


Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 11. 80O 0.000 OK 0.000Minor Shear 0.000 0.000 11.800 0.000 OK 0.000

I~~~______________________________JSAP2000 v10.0.1 - File


AISC-ASOOl STEEL SECTION C~ECK

Combo CONB3Units : Kgf, mm, e

FrameX NidY MidZ MidLengthLoc

237212654.3368357.0002110.1431200.000400.000

Design Sect:Design Type:Frame TypeSect ClassMajoL AxisRLLF

SMaj OLSMinoLZI1ajoLZMinoL

Location400.000

STRESS CHECK FORCE S & M:MENTSP

2260.460

LGBLaceOLdinaey Moment FLameCompact0.000 degrees counteLclockwise from local 31. 000

27822.04918852.43134156.25021031. 25 O

rMajoLrMinoLE

Fy

AVMaj or: 600. 00 OAVMinoL: 300.000

AreaIMajoLIl~ino t"Ixy

875.00 O1669322. 917565572.9170.000

PMM DEMANO/CAPACITYGoverningEquation(H2-1)

:AXIAL FORCE OESIGN

Axial

M:t<IENTOESIGN

Major MomentMinor Moment

SIllAR OESIGN

Major Sheat"Minor Shear

SAP2000 vi 0.0.1 - File

RATIOTotalRatio0.150

pFOLce

2260. 460

MMoment

2022.6220.000

VFOLce2.5280.000

43.67825.42420390.00029.500

M332022. 622

M220.000

V2-2.528

V3 T0.000 119.385

Ratio StatusLimit Check1. 000 OK

P MMajor MMinoLRatio Ratio Ratio0.146 + 0.004 + 0.000

fa Fa FtStLess Allowable Allowable2.583 14. 968 17.700

fb Fb Fe Cm K L CbStt"ess Allowable Allowable Facto L FactoL FactoL FactoL0.073 19. 470 139.104 1. 000 1. 000 1. 000 1. 000

0.000 19.470 47. 129 1. 000 1. 000 1. 000

fv Fv StLess Status TStLess Allowable Ratio Check To t"sion0.000 11.800 0.000 OK 0.0000.000 11.800 0.000 OK 0.000

Instituto de Desarrollo UrbanoCentro de Documentación



Frame 2578 Design Sect: VTAX Mid 13251. 358 Design Type: Beamy Mid 8964.000 Frame Type Ordinary Moment FrameZ Mid 2050.441 Sect Class CompactLength 1214.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 1214.000 RLLF 1. 000

Area 3013.710 sMajor 123936.635 rMajor 55.537 AVMajor: 1905.000IMajo r 9295247.599 SMinor 97748.346 rMinor 40.271 AVMinor: 1270.000IMinor 4887417.324 'ZMajor 151070.596 E 20390.000Ixy 0.000 ZMinor 113399.221 Fy 32.100

STRESS CHECK FORCE S & ),DffiNTSLocation P M33 M22 v2 V3 T1214.000 -886. 452 591193.816 21721. 549 1. 451E-04 -2.928E-04 -0.001

PI+! DEMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.279 0.020 + 0.248 + O. 012 1.000 OK



),DffiNTDESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 591193.816 4.770 19.260 4O. 896 1. 000 1. 000 2.318 1.000Minor Moment 21721. 549 0.222 19.260 28. 884 1. 000 1. 000 2.000


Force Stress Allowable Ratio Check TorsionMajor Shear 1. 451E-04 0.000 12. 84 O 0.000 OK 0.000Minor Shear 2.928E-04 0.000 12. 84 O 0.000 OK O. 000


SAP2000 '1 Pr~ect. _Job Number _Engineer _



223360.4098456.000761. 9671200.0001200.000

VLBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31. 000


rMajorrMinorEFy

148.35748.95020390.00032.200



1122351. 875209635.7151252533.566320169.036

Area111ajorIMinorJxy

8923.872196411578.1821382842.9180.000

STRESS CHECK FORCES & M:l>.IENTSLocation p M33 M221200.000 -1010.955 -2894107.61 -135960.164

V22492. 119

V3 T251. 808 1401. 873

Ratio StatusLimit Check1. 000 OK

PMM DEMAND/CAPACITYGoverningEquation(Hl-3)


MMajorRatio0.121 +

MMinorRatio0.027

pRatio0.006 +

AXIAL FORCE DESIGNp fa Fa Ft

Force Stress Allowable Allowable¡,xi al -1010. 955 0.113 17. 983 19.32 O

M:l>.IENTDESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor Factor

Major Moment -2894107.61 2.579 21. 252 1604.803 0.850 1. 000 1. 000 1. 000

Minor MOlnent -135960.164 0.649 24. 150 174.711 0.850 1. 000 1. 000

SIillAR DESIGNV fv Fv Stress Status T


Major Shear 2492.119 O. 000 12.880 0.064 OK 0.000

Minor Shear 251. 808 0.000 12. 88 O 0.004 OK 0.000


SAP2000 Proje ct, _Job Number, _Engineer _

SALsvr=

AISC-ASDOl STEEL SECTION CHECKCombo COMB3units : Kgf, mm, C


1623960.4098310.000761. 967292.000292.00 O

Design Sect: VTRDesign Type: BeamFrame Type Ordinary Moment Frame.Sect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000

rMajorrMinorEFy

148.35748.95020390.00032.200



1122351. 875209635.7151252533.566320169.036

AreaIMajorIMinorIxy

8923.872196411578.1821382842.9180.000

STRESS CHECKFORCES & MMENTSV3

-873. 823T

-496.607P M33 M22

-519.059 -1981653.90 154060.440V2

8757.939Location292.000

PMd DEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.117 o. 003 + 0.083 + 0.030 1. 000 OK


Force Stress Allowable AllowableAxial -519.059 0.058 19. 064 19.32 O


Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -1981653.90 1. 766 21. 252 27103. 067 0.850 1. 000 1. 000 1. 000

Minor Moment 154060.440 0.735 24.150 2950.644 0.850 1. 000 1.000

SHE1\RDESIGNV fv Fv Stress Status T

Force Stress Allowable Ratio Check TorsionMajor Shear 8757.939 0.000 12.880 0.225 OK 0.000Minor Shear 873.823 0.000 12. 88O 0.013 OK 0.000

SAP2000 V 1001 - File

,1 ;-.


AISC-ASD01 STEEL SECTION CHECKCombo COMBllUnits : Kgf, mm, C

Frame 2353 Design Sect: L4X Mid -594.572 Design Type: Beamy Mid 9013.500 Frame Type Ordinary Moment FrameZ Mid 2546.168 Sect Class SlenderLength 1961. 688 Major Axis 0.000 degrees counterclockwise from local 3

Loe 980.844 RLLF 1. 000

Area 1249.998 SMajor 17131. 473 rMajor 31. 813 AVMajor: 645.160

IMajor 1265062.585 SMinor 17131. 473 t'"Minot'" 31. 813 AVMinor: 645.160

IMinor 1265062.585 Z~lajor 30849.768 rMax 40.203 E 20390.000

Ixy -755258.635 ZMinor 30849.768 rMin 20.195 Fy 32.200

Theta 45. 000

STRES S CHECK FORCES ¡;, MMENTSLocation p M33 M22 V2 V3 T

980.844 -492.194 8730.250 0.000 0.000 0.000 -14.271

l'Ml1 DEMAND/CAP.ACITY RATIOGoverning Total P MMajor MMinor Ratio Status

Equation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.082 0.040 + 0.013 + 0.029 1. 000 OK

AXIAl, FORCE DESIGNP fa Fa Ft

Force Stress Allowable AllowableARÍal -492.194 0.394 9.803 19.320

MMEN1' DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Facto r Factor Factor Factor

Major Moment 6173.219 0.220 16.538 27.613 1. 000 1. 000 1. 000 1. 000

Minor Moment -6173.219 0.475 16.538 11. 128 1. 000 1. 000 1. 000

BUEAR DESIGNV fv Fv Stress Status T

Force stress Allowable Ratio Check Torsion

Major Shear 0.000 0.000 12. 88 O o. 000 OK 0.000

Minor Shear 0.000 0.000 12. 88 O o. 000 OK 0.000

SAP2000v10.01- Rle

SAP2000 Project _


AISC-ASDOl STEEL SECTION CHECKCombo COMB15*Units : Kgf, mm, C

Design Sect:Design Type:Fr-ame TypeSect ClassMajor- AxisRLLF

P840Br-aceOr-dinar-y Moment Fr-ameCompact0.000 degr-ees counter-clockwise fr-om local 31. 000

Fr-ameX MidY MidZ MidLengthLoc

22521. 6028717.626228.763500.000500.000

r-Major-r-Minor-EFy

74.62174.62120390.00021. 251

AVMajor: 2719.240AVMinor-: 2719.240

SMajor-SMinor-ZMajor-ZMinor-

276151. 328276151. 328364910.031364910.031

AreaIMajor-IMinor-Ixy

5433.00830252377.98630252377.9860.000

STRESS CHECK FORCES (;I>fl>ffiNTSLocation P M33 M22 V2 V3 T500.000 -18260.564 345179.922 -1231029.21 -682.406 2462.058 O. 000

PM>1 DEMAND/CAPACITY RATIOGoverning Total P MMajor- MMinor- Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-2) 0.594 0.264 + 0.089 + 0.318 1. 000 OK

AXIAL FORCE DESIGN( P fa Fa FtI For-ce Str-ess Allowable Allowable

Axial -18260.564 3.361 12.597 12.750

I>fl>ffiNTDESIGNM fb Fb Fe Cm K L Cb

Moment Str-ess Allowable Allowable Factor Factor- Factor FactorMajor- Moment 345179.922 1.250 14.025 2338.566 0.850 1. 000 1. 000 1. 000Minor- Moment -1231029.21 4.458 14.025 2338.566 0.850 1. 000 1. 000

SHEAR DESIGNV fv Fv Str-ess Status T

For-ce Str-ess Allowable Ratio Check TorsionMajor- Shear- 682.406 0.000 8.500 0.030 OK 0.000Minor- Shear- 2462.058 0.000 8.500 0.107 OK O. 000

SAP2000 v10.0.1 - File

1 1.. Pr~ect _Job Number _Engineer _

AISC-ASD01 STEEL SECTION CHECKCombo COMB15*Units : Kgf, mm, C


5523960.4099571.000261. 9672230.0000.000

P840BeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000

FrameX MidY l<lidZ MidLengthLoe

5433.00830252377.98630252377.9860.000

sMajor 276151.328 rMajor 74.621 AVMajor: 2719.240S~1i.nor 276151. 328 ["Minor 74.621 AVMinor: 2719.2402Major 364910.031 E 20390.000ZMinor 364910.031 Fy 21.251

Arean~aj()LIMinorIxy

STUESS CHECK roRCES & M:I><IENTSLocation0.000

P M33 M22-13.795 -2041387.73 122773.623

V21716.889

V3 T-103.890 -190059.623

PMM DEMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-3) 0.528 0.000 + 0.527 + 0.032 1.000 OK

AXIAL roRCE DESIGNP fa Fa Ft

FOLce Stress Allowable AllowableAxial -13.795 0.003 11.878 12.75 O

M:Mh"N'fDESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Facto r Factor Factor FactorMajor Moment -2041387.73 7.392 14.025 117.565 0.850 1.000 1.000 1.000Minor Moment 122773. 623 0.445 14.025 117.565 1.000 1.000 1.000

SIIEARDESIGNV fv Fv Stress Status T

Force Stress Allowable Ratio Check ToLsionl"1ajorShear 1892.807 0.000 8.500 0.082 OK 0.000Minor Shear 103.891 0.000 8.500 0.004 OK 0.000

SAP2GOO v10.0.1 - File

!€/RJ7r=::::::::::::=INGENJERIA LTDA

9.4.3 RAMPA 3



~~;.tlDOn7-11-HOJA -138

VERSiÓN 0.0

(

"

•.,.



Frame 1727 Design Sect: CSX Mid 17378.260 Design Type: Bracey Mid -5000.000 Frame Type Ordinary Moment FrameZ Mid 2003.753 Sect Class Non-CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 400.000 RLLF 1.000

Area 6129.020 sMajor 202363.171 rMajor 40.955 AVMajor: 2539.097IMajor 10280049.064 SMinor 361738.748 rMinor 94.841 AVMinor: 3858.334IMinor 55128985.172 ZMajor 234539.854 E 20390.000Ixy 0.000 ZMinor 467031. 324 Fy 32.100

STRESS CHECK FORCE S & M:MENTSLocation P M33 M22 v2 V3 T400.000 -15058.406 32978.013 140307.492 -18. 085 10.211 -3296.574

PI+IDEMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.239 0.210 + 0.008 + 0.021 1.000 OK



M:MENT DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 32978.013 0.163 24. 075 13.588 1.000 1.000 3.000 1.000Minor Moment 140307.492 0.388 19.260 72.871 1.000 1.000 3.000

SHEAR DESIGNfv

stressO. 0000.000

VForce18.08510.211

FvAllowable

12.84 O12.84O

StatusCheck

OKOK

StressRatio0.0010.000

TTorsion

0.0000.000

Major ShearMinor Shear


SAP2000 Project _Job Number _Engineer _

AISC-ASDOl STEEL SECTIONCHECKCombo COMBllUnits : Kgf, roro, C

Fraroe 1787 Design Sect: ClX r.¡id 24767.409 Design Type: Bearoy Mid -5000.000 Fraroe Type Ordinary Moroent Fraroe2 Mid 761. 967 Sect Class CoropactLength 1614.000 Major Axis 0.000 degrees counterclockwise froro local 3Loc 1614.000 RLLF 1. 000

Area 3648.710 SMajor 167643.184 rMajor 58.702 AVMajor: 1905.000IMajor 12573238.778 SMinor 167643.184 rMinor 58.702 AVMinor: 1905.000IMinor 12573238.778 2Major 196679.471 E 20390.000Ixy 0.000 2Minor 196679.471 Fy 32.100

STRESS CHECKFORCES & ~NTSLocation P M33 M221614.000 -6308.155 -59150.201 168064.690

\/264.734

V3 T-153.896 -14363.174

PM!dDEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio Statusllquation Ratio Ratio Ratio Ratio Liroit Check(Hl-3) 0.162 0.098 + 0.017 + 0.047 1. 000 OK

AXIALFORCEDESIGNP fa Fa Ft



Moroent Stress Allowable Allowable Factor Factor Factor Facto rMajor Moment -59150.201 0.353 21. 186 138.890 0.850 1. 000 1. 000 1. 000Minor Moroent 168064.690 1. 003 21. 186 138.890 0.850 1. 000 1. 000

SHEARDESIGN\/ fv Fv Stress Status T

Force Stress Allowable Ratio Check To rsionMajor Shear 64.734 0.000 12.840 0.003 OK 0.000Minor Shear 153.896 0.000 12. 84O 0.006 OK 0.000

SAP2000 v10.0.1 - File

I

,.f-, 000069-

SAP2000 Pr~ect. ~ _Job Number, _Engineer, _


Frame 1807 Design Sect: PRX Mid 12060.005 Design Type: Columny Mid -5000,000 Frame Type Ordinary Moment FrameZ Mid 927.021 Sect Class CompactLength 1085,000 Major Axis 0.000 degrees counterclockwise from local 3Loe 0.000 RLLF 1.000

Area 3064.510 SMajor 128223.086 rMajor 56.465 AVMajor: 1935.480IMajor 9770599.142 SMinor 101181. 585 rMinor 40.955 AVMinor: 1290.320IMinor 5140024.532 ZMajor 156189.204 E 20390.000Ixy 0.000 ZMinor 117269.927 Fy 32.100

STRESS CHECK FORCE S & M:MENTSLocation0.000

P M33 M22-20326.867 235396,306 -51617.083

V2231.593

V3-50.402

T12570.659

PM1 DEMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(111-1) 0.672 0.523 + 0.123 + 0.027 l.000 OK




Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 235396.306 1.836 21. 186 16.538 0.850 4.147 l.000 1.000Minor Moment -51617.083 0.510 21. 186 68.791 1.000 1.000 1.475

SIIEAR DESIGNV fv Fv Stress Status T

Force Stress Allowable Ratio Check TorsionMajor Shear 231. 593 0,000 12.84O 0.009 OK 0.000Minor Shear 50.402 0.000 12.84O 0.003 OK 0.000

SAP2000 viO.O.1 - File

"..•~ ¡ ...•.I J~, j;i,. r~ 1"

~""~~)'\"<! •./:' •• J :.:·i~"¡"'_:'¿I6.>-,

SAP2000 ¡-' Pr~ect. _Job Number _Engineer, _



188413876.212-2186.000849.7071999.6381999.638



STRES S CHECK FORCES ¡; M:MENTSLocation P1999.638 13163.348

DG2Braceordinary Moment FrameNon-Compact0.000 degrees counterclockwise from local 31.000

3342. 85142787.0195727. 49652146.618

rMajorrMinorEFy


Are aIMajorIMinorIxy

1060.28845128.4882695582.2170.000

PMM DEMAND/CAPACITY RATIOGoverning TotalEquation Ratio(H2-1) 0.645

AXIAL FORCE DESIGN

Axial

M:MENT DESIGN


SIllARDESIGN

Major ShearMinor Shear

SAP2000 v10.0.1 - File

pForce

13163.348

MMoment0.0000.000

V

Force10.4130.000

6.52450.42120390.00032.100

M330.000

V210. 413

V3 TO. 000 -57.225

Ratio StatusLimit Check1.000 OK

M220.000

PRatio0.645

MMajorRatio

+ O. 00O

MMinorRatio

+ 0.000

fa Fa FtStress Allowable Allowable12.415 18.513 19.260

fb Fb Fe Cm K L CbStress Allowable Allowable Factor Factor Factor Factor0.000 19.260 447.049 1.000 1.000 0.050 1.0000.000 19.260 26702.782 1.000 1.000 0.050

fv Fv Stress Status TStress Allowable Ratio Check To rsion0.000 12.840 0.001 OK 0.0000.000 12.840 0.000 OK O.000

SAP2000 Project, _Job Number, _Engineer _

AISC-ASDOl STEEL SECTIONCHECKCombo COMB9Units : Kgf, mm, C


RPBraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31. 000


261713904.634-2986.000566.1281706.371853.186

rMajorrMinorEFy

27.67427.67420390.00029.500



13342.27413342.27415497.15615497.156

AreaIMajorIMinorIxy

609.750466979.578466979.5780.000

STRESS CHECKFORCES & M"MENTSLocation P M33 M22 V2 V3 T853.186 -722.035 3214.381 O. 000 O. 000 0.000 447.181

PM1 DEMAND/C1IPACITYRATIOGoverning Total P MMajor MMinor Ratio statusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.098 0.086 + O.012 + O.000 1. 000 OK



M"MENT DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 3214.381 0.241 19.470 27.617 1. 000 1. 000 1. 000 1.000Minor Moment 0.000 0.000 19. 47O 27.617 1. 000 1. 000 1.000

SHElIRDESIGNV fv Fv Stress Status T




AISC-ASOOl STEEL SECTION CHECKCombo COMB8Units : Kgf, mm, C

ErameX MidY MidZ MidLengthLoc

197416292.177-4807.000804.7331200.000400.000


sMajorSMinorzMajorZMinor

STRESS CHECK FORCES & M:MENTSLocation P400.000 -1105.775

LGBraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000

27822.04918852.43134156.25021031. 250

rMajorrMinorEFy


AreaIMajorIMinorIxy

875.0001669322.917565572.9170.000

PM<l DEMANO/CAPACITYGoverningEquation(H1-3)

AXIAL FORCE DESIGN

Axial

M:MENT OESIGN


SHEAR OESIGN

Major Shear!1inor Shear

SAP2000v10.01- File


PForce

-1105.775

MMoment

2022.6220.000

VForce2.5280.000

43.67825.42420390.00029.500

M332022.622

M220.000

V2-2.528

V30.000

T-240.606

PRatio0.084

MMajorRatio0.004

MMinorRatio0.000

RatioLimit1.000

StatusCheck

OK+ +

fa Fa FtStress Allowable Allowable

1.264 14.968 17.700

fb Fb Fe Cm K L CbStress Allowable Allowable Factor Factor Factor Factor

0.073 19.470 139.104 1.000 1.000 1.000 1.0000.000 19.470 47.129 1.000 1.000 1.000

fv Fv Stress Status TStress Allowable Ratio Check To rsion

0.000 11.80O 0.000 OK O.0000.000 11.800 0.000 OK O.000



Frame 2540 Design Sect: VTAX Mid 18083.244 Design Type: Beamy Mid -4200.000 Frame Type Ordinary Moment FrameZ Mid 983.840 Sect Class CompactLength 1214.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 1214.000 RLLF 1.000

Area 3013.710 SMajor 123936.635 rMajor 55.537 AVMajor: 1905.000IMajor 9295247.599 SMinor 97748.346 rMinor 40.271 AVMinor: 1270.000IMinor 4887417.324 ZMajor 151070.596 E 20390.000Ixy 0.000 ZMinor 113399.221 Fy 32.100

STRESS CHECK FORCE S & Il'O!1ENTSLocation P M33 M22 V2 V3 T1214.000 223.788 527589.866 -11042.865 -5.231E-06 1.723E-06 1.878E-04

PI+!DEMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.231 0.004 + 0.221 + O.006 1.000 OK



Il'O!1ENTDESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 527589.866 4.257 19.260 40.896 1.000 1.000 2.318 1.000Minor Moment -11042.865 0.113 19.260 28.884 1.000 1.000 2.000


Force Stress Allowable Ratio Check TorsionMajor Shear 5.231E-06 0.000 12.84O 0.000 OK 0.000Minor Shear 1.723E-0 6 0.000 12.84O 0.000 OK 0.000


..•¡tl00061·.. "

SAP2000 '1 Pr~ect. _Job Number _Engineer, _

AISC-~~DOl STEEL SECTION CHECKCombo COMB3Units : Kgf, mm, C

Frame 1 Design Sect: VLX Mid 23360.409 Design Type: Beamy Mid -470B.000 Frame Type Ordinary Moment FrameZ Mid 761. 967 Sect Class CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loe 1200.000 RLLF 1. 000

Area 8923.872 SMajor 1122351. 875 rMajor 148.357 AVMajor: 3024.000IMajor 196411578.18 SMinor 209635.715 rMinor 48.950 AVMinor: 5134.000IMinor 213B2842.91B ZMajoL 1252533.566 E 20390.000Ixy 0.000 ZMinor 320169.036 Fy 32.200

STRESS CIIECKFORCES 1; I>D>IENTSLocation P M33 M22 V2 V3 T1200.000 -1452.945 -1747934.26 -132052.303 1536.106 275.422 B44.796

PMMDEMAND/CAPACITYRA'l'IOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) O. 108 0.009 + 0.073 + 0.026 1. 000 OK


Force Stress Allowable AllowableAxial -1452. 945 O. 163 17.9B3 19.32 O

I>D>IENTDESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -1747934.26 1. 557 21. 252 1604. 803 0.850 1. 000 1. 000 1. 000Minor Moment -132052.303 0.630 24.150 174.711 O.B50 1. 000 1. 000


Force Stress Allowable Ratio Check TorsionMajor shear 1536.106 0.000 12. 88O 0.039 OK 0.000Minor Shear 275.422 0.000 12. B80 0.004 OK 0.000

SAP2000 v10.0.1 - File

SAP2000 RSAL Pr~ect _JobNumber ~--------------Engineer _


Design Sect:Design Type:Frame TypeSect classMajor AxisRLLF

1225574.409-4854.000761. 967292.000292.000

VTRBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31. 000



rMajorrMinorEFy

148.35748.95020390.00032.200


8923.872196411578.1821382842.9180.000

1122351. 875209635.7151252533.566320169.036

AreaIMajorIMinorIxy

STRESS CHECK FORCE S & K:.MENTSLocation P M33 M22 v2 V3 T292.000 715.308 -254496.095 -413710.919 816.222 1947.774 655.547

PM1 DEMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) o. 097 0.004 + O. 011 + 0.082 1. 000 OK



K:.MENT DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -254496.095 0.227 21. 252 291. 834 1. 000 1. 000 9.637 1.000Minor Moment -413710. 919 1. 973 24. 15O 2950.644 1. 000 1. 000 1.000


Force Stress Allowable Ratio Check TorsionMajor Shear 816.222 0.000 12.880 0.021 OK 0.000Minor Shear 1947.774 0.000 12.88 O 0.029 OK 0.000

SAP2000 v1 0.0.1 - File

SAP2000 1-, Project. _



Frame 24 Design Sect: L4X Mid 24767.409 Design Type: Beamy Mid -4150.500 Frame Type Ordinary Moment FrameZ Mid 761. 967 Sect Class Slende rLength 1961. 688 Major Axis 0.000 degrees counterclockwise from local 3Loc 980.844 RLLF 1. 000

Area 1249.998 SMajor 17131. 473 rMajor 31. 813 AVMajor: 645. 160IMajor 1265062.585 SMinor 17131. 473 rMinor 31. 813 AVMinor: 645. 160IMinor 1265062.585 ZMajor 30849.768 rMax 40.203 E 20390.000Ixy -755258.635 ZMinor 30849.768 rMin 20.195 Fy 32.200Theta 45.000

STRESS CHECKFORCES & K],IENTSLocation P M33 M22 V2 V3 T980.844 455.354 8730.249 0.000 0.000 0.000 1. 297

PMMDEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.055 0.019 + 0.011 + 0.025 1. 000 OK


Force Stress Allowable AllowableAKlal 455.354 0.364 9.803 19.320

K],IEN'r DESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 6173.218 0.220 16.538 27. 613 1. 000 1. 000 1. 000 1. 000~1inor Moment -6173.218 0.475 16.538 11. 128 1. 000 1. 000 1. 000




SAP2000."~ OCbÓ6á

Pr~ect _Job Number _Engineer ~----



2923960.409-4708.00011. 967500.000500.000

P840ColumnOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31. 000


SMajor.SMinorzMajorZMinor

rMajorrMinorEFy

74.62174.62120390.00021. 251


276151. 328276151. 328364910.031364910.031

AreaIMajorIMinorIxy

5433.00830252377.98630252377.9860.000

STRESS CHECKFORCES & tiO><IENTSLocation P M33 M22 V2 V3 T500.000 -4986.306 -15902.114 1202835. 622 31. 804 -2405. 671 0.000

PI+! DEMAND/CAPACITYRATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.387 0.077 + 0.004 + 0.311 1. 000 OK


Force Stress Allowable AllowableAxial -4986.306 0.918 11. 982 12.750

tiO><IENTDESIGNM fb Fb Fe Cm K L Cb

Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -15902.114 0.058 14.025 584.641 1. 000 1. 000 2.000 1.000Minor Moment 1202835. 622 4.356 14.025 143.914 0.850 4.031 1.000

SIIEARDESIGNV fv Fv Stress Status T

Force Stress Allowable Ratio Check TorsionMajor Shear 31. 804 0.000 8.500 0.001 OK 0.000Minor Shear 2405.671 0.000 8.500 0.104 OK 0.000

SAP2000 v1 0.0.1 - File

SAP2000 ,~, Pr~ect. _Job Number _Engineer _

AISC-ASDOl STEEL SECTION CHECKCombo COMB15"Units : Kgf, mm, C

Frame 33 Design Sect: P840X Mid 23960.409 Design Type: Beamy Mid -3593.000 Frame Type Ordinary Moment FrameZ Mid 261. 967 Sect Class CompactLength 2230.000 Major Axis 0.000 degrees counterclockwise from local 3

Loc 0.000 RLLF 1. 000

Area 5433.008 SMajor 276151. 328 rMajor 74.621 AVMajor: 2719.240

IMajor 30252377.986 SMinor 276151. 328 rMinor 74.621 AVMinor: 2719.240

IMinor 30252377.986 ZMajor 364910.031 E 20390.000Ixy 0.000 ZMinor 364910.031 Fy 21. 251

STRESS CHECK mRGES & M:MENTSLocation P M330.000 -5.343 -1604032.28

M2273638.663

V21324.235

V3 T-62.876 -104500.115

PMMDEMAND/CAP.ACITY RATIOGoverning TotalEquation Ratio(H1-3) 0.415

RatioLimit1. 000

MMajorRatio

+ 0.414

MMinorRatio

+ 0.019

StatusCheck

OK

PRatio0.000

AXIAL mRCE DESIGNfa

Stress9.834E-04

FaAllowable

11.878

FtAllowable

12.750Axial

PForce

-5.343


Moment Stress Allowable Allowable Factor Factor Factor Factor

11ajor Moment -1604032.28 5.809 14.025 117.565 0.850 1. 000 1. 000 1. 000

Minor Moment 73638.663 0.267 14.025 117.565 1. 000 1. 000 1. 000


Force stress Allowable Ratio Check Torsion

Major Shear 1500.145 0.000 8.500 0.065 OK 0.00011l.nor Shear 62.876 0.000 8.500 0.003 OK 0.000

SAP2000 vi0.0.i - File.

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9.5 ANEXO E: ESFUERZOS AXIALES EN LOS ELEMENTOS


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HOJA '152VERSiÓN 0.0

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SAP2000 v10.0.1 - File:CAD-RAMPA1 - Axial Force Diagram (ENVOLVENTE) - KN, m, C Units

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SAP2000 v10.0.1 - File:CAD-RAMPA1 - Axial Force Diagram (ENVOLVENTE)- KN, m, C Units

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