60007749-02

ESTUDIOS Y DISENOS TRONCAL NQS. AV. PASEO LOS LIBERT ADORES-SOACHADISEO ESTRUCTURAL MURO SOBRE CANAL ENTRE CONECTANTES

DISEO DE PILOTES

rZJ-:F.Z. IHGEHIEROS ESTRUCTURALESPROYECTO --{UROt:t0-::c (o,,)E;.C.T/'IST"'S

Descripcin ( d \1..\J \ 0 ~ I(\) 'rt' .,DI -k )Calcul r. t Revis --

31No. _-=----_Fecha _ Hoja de _

DQ)---------------_ ..~._--_ ...---_ .._---

o ~ \ S \06. S

v.. 5 -::. 71~.; S .x O .4 O 1( l.'') -:: 18 rl'..{,~ t- {M;, 0, S::. f:~..~ l r{ v'V\

~':, -:: \aG.~-X 0.47'1 () -:-. 4LOG4 1M

-'X'OS-= 111.'; +(M

\ Ob . S -*O. b * /.O ::: C::,),~..\ ~1( O r:::: 51. q11~

IN'

1

STAAD SPACESTART JOB INFORMATIONJOB NAME NQSJOB PART PILOTE DE 30mENGINEER NAME F.ZENGINEER DATE 18-Agos-03END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES2 1 30 O; 4 1 O O; 5 1 3 O; 6 1 4 O; 7 1 5 O; 8 1 6 O; 9 1 7 O; 10 1 8 O;11 1 9 O; 12 1 10 O; 13 1 11 O; 14 1 12 O; 15 1 13 O; 16 1 14 O; 17 1 15 O;18 1 16 O; 19 1 17 O; 20 1 18 O; 21 1 19 O; 22 1 20 O; 23 1 21 O; 24 1 22 O;25 1 23 O; 26 1 24 O; 27 1 25 O; 28 1 26 O; 29 1 27 O; 30 1 28 O; 31 1 29 O;32 1 29.5 O; 33 1 28.5 O; 34 1 27.5 O; 35 1 26.5 O; 36 1 25.5 O; 37 1 1 O;

3lJ

38 1 2 O;MEMBER INCIDENCES3 4 37; 4 5 6; 5 6 7 6 7 8; 7 8 9;I12 13 14; 13 14 15; 14 15 16; 15 1620 21 22; 21 22 23; 22 23 24; 23 2428 29 34; 29 30 33; 30 31 32; 31 3236 37 38; 37 38 5;DEFINE MATERIAL STARTISOTROPIC MATERIAL1

8 9 10; 9 10 11; 10 11 12; 11 12 13;17; 16 17 18; 17 18 19; 18 19 20; 19 20 21;25; 24 25 26; 25 26 27; 26 27 36; 27 28 35;2; 32 33 31; 33 34 30; 34 35 29; 35 36 28;

E 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 5.5e-006DAMP 2.8026e-044END DEFINE MATERIALMEMBER PROPERTY AMERICAN3 TO 37 PRIS YD 0.4CONSTANTSMATERIAL MATERIAL1 MEMB 3 TO 37SUPPORTS4 FIXED BUT MX MY MZ KFX 429.9 KFZ 429.95 TO 12 37 38 FIXED BUT FY MX MY MZ KFX 859.8 KFZ 859.813 TO 17 FIXED BUT FY MX MY MZ KFX 659.7 KFZ 659.718 TO 36 FIXED BUT FY MX MY MZ KFX 417.5 KFZ 417.52 FIXED BUT FY MX MY MZ KFX 208.8 KFZ 208.8LOAD 1 GRUPO.I CARGAS ULTIMAS* VIENEN DE PAGINA # 12JOINT LOAD2 FY -478 FZ 143LOAD 2 GRUPO VII CARGAS ULTIMASJOINT LOAD2 FY -640 FZ 176LOAD 3 CARGA DE TRABAJO GRUPO 1JOINT LOAD2 FY -320 FZ 102.2LOAD 4 CARGA DE TRABAJO GRUPO VIIJOINT Lo/m2 FY -379.3 FZ 156PERFORM ANALYSIS PRINT ALLSTART CONCRETE DESIGNCODE ACIFC 24010 MEMB 3 TO 35DESIGN COLUMN 3 TO 37END CONCRETE DESIGNFINISH

Page: 1_________ o - _ ~ __ " _

rrJ-~-------~ JobNo SheetNo Rev~1 ?j 7l I,-'......,.'

SoftwarelicensedtoF.l. INGENIEROS PartplLOTE DE 30m IJobTitle NOS Rel i

By F.Z Date18-Agos-03 Chd !Client File pilotecanal30.std IDatefTime22-Aug-2003 14:02 !,

ii;

i Job Informationi

Engineer Checked Approved

Name: F.Z

Date: 18-Agos-03

I Structure Type I SPACE FRAME

Number of Elements Highest Beam

Number of Basic Load Cases

Number of Nodes Highest Node

Number of Combination Load Cases

Included in this Drintout are results for load cases:Type UC Name

Primary 1 GRUPO I CARGAS ULTIMASPrimary 2 GRUPO VII CARGAS ULTIMASPrimary 3 CARGA DE TRABAJO GRUPO 1Primary 4 CARGA DE TRABAJO GRUPO VII

Basic Load CasesNumber Name

1 GRUPO I CARGAS ULTIMAS2 GRUPO VII CARGAS ULTIMAS

3 CARGA DE TRABAJO GRUPO 14 CARGA DE TRABAJO GRUPO VII

PrintTime/Date:22/08/2003 14:21 STAAD.Pro for Windows Release 2003 PrintRun1 015

Ilel Job No Sheet No Rev 12 -34-- II!,,PartplLOTE DE 30m !I Soltware licensed to F.Z. INGENIEROS

: Job Tille NQS Rel

I By F.Z Date18-Agos_03 Chdi ,, Client File pilotecanal30.std IDatefTime 22-Aug-2003 14:02 I

3783673

4

Load 4

nudos y elementosI

---- __ .J

Print Time/Date:22/08/2003 14:21 STAAD.Pro tor Windows Release 2003 Pont Run 2 015

!~-----~------~~------~ ~----~. Rev -l.JobNo Sheet No1 35 I

, PartplLOTE DE 30m I Soltware licensed to F.Z. INGENIEROS Job TiUe NOS Rel ii By F.Z Date18-Agos-03 Chd !II

: Client File pilotecanal30.std 1DatefTime 22-Aug-2003 14:45

1.12

0.204

-0.376

-0.702

-0.845

-0.478

-0.329

-0.200

-0.103

-0.037

0.004

0.024

0.030

0.027

0.019

0.011

0.003

1L. .Print Time/Date:22/0812003 14:47

I____________ JPrint Run 1 01 1STAAD.Pro tor Windows Release 2003

-----~

R36. I!~Job No Sheet No

4I PartplLOTE DE 30m i, Software licensed to F.Z. INGENIEROS: Job Title NOS Re! Ii By F.Z Date18-Agos-03 Chd I,

!

Client File pilotecanal30.std IDatefTime 22-Aug-2003 14:02 I; I

rf:~~~:-~15~8tMax: -6.98Max: -3.92Max: -1.5

=ax: 0.334ax: 1.67ax: 2.57

~ax: 3.11[Max: 3.35i

~ax: 3.36Lax: 3.04

~ax: 2.55~!,Max:2.01~ax: 1.49p

lv1ax: 1.03lMax: 0.654

~ax: 0.367Max: 0.161

IMax: 0.026

ax: -0.100

ax: -0.161ax: -0.178

ax: -0.169ax: -0.145

Max: -0.109jMax: -0.075I

Max: -0.046Max: -0.023

~Max:-0.007

Max: 0.003

Max: 0.009

Max: 0.010

Max: 0.008I

Max: 0.004

envolvente de cortante

l~_~ ~~ ~. . _

Print Time/Date: 22108/200314:21 STAAD.Pro tor Windows Release 2003

I

-- jPont Run 4 015

iiClU --- - ____ ,Job No Sheet No Rev I5 37 IIIiI Softwarelicensedto F.l. INGENIEROS PartplLOTE DE 30m I

. JobTitle NOS Rel IiBy F.Z Date18-Agos-03 Chd i

, Client File pilotecanal30.std IDatefTime 22-Aug-2003 14:02 i

/Z:7.26/Z:6.18!Z:5.15/Z:4.18Z:3.29!Z:2.51!Z:1.82fZ:1.23IZ:0.74Z:0.33:0.01

:-0.44

:-0.66:-0.74

. :-0.71i: :-0.63: :-0.51i:-0.39

:-0.18

:-0.11

:-0.05

2:-0.01

Z:0.01

~

.:0.02

:0.02

:0.02

:0.02

Z:0.02

iZ:0.01

Z:0.01

Z:O.OO

Z:O.OOI

2:-0.00

Z:-O.OO

Z:-O.OO

desplazamientos maximos

~..)I,}..

ICARTA DE DISEO

. . . . . . . . . . . . . . . . . . . . . . . . . . .. . .2250 [ kM J

- , - , - , - , - , - , - , - . - , o ,1500

750 - , o' - , - , - ,o' o' o "

ColUMna PILOTE

o' o' - , D~ .4 M9 l"o.Max~ .04

l"o.Min~ .91o o' o, De-l't:.l"o~.995

-759 k~ 11;'0= 25 MPa

-1590 . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . 1;9= 429 MPa6Mn [ kM~ J

40 80 120 16-0 200

f{\:: \~.O-\.- r("I.v

o tI'- 1 _ 1..( 'r{\

rI c}f 11'

CUANTIA VOLUMETRICA MINIMADE ACUERDO AL AASHTO

MURO ENTRE CONECTANTES

En las zonas fuera de confinamiento se debe satisfacer, que la distancia libre entre espirales no debe

exceder 3" ( 7.6 cm ) , y la cuanta volumtrica mnima del ncleo de concreto.

Ps = Av:r(Dc - Ds)/ sAc

Dc = Dimetro del ncleo de concreto medido por fuera de la espiral

Ds = Dimetro de la espiral

S = Paso de la espiral

Av = Area de la espiral de refuerzoDc= 27.54

Diametro Pilote( cm ) = 40 Ag = 1256.64 cm2

Recubrimiento de la espiral 6.23 Ac = 595.69 cm2

f 'c (kg/cm2) = 245 D espi (Ds) = 4/8" plg 1.27

Fy (kg/cm2) = 4200

Ps= 0.02912598

S = 6.32 cm 3"+Ds = 8.9 cm Smx= 6.32 cm

En la zona de confinamiento

s = Avfy ;r(Dc - Ds) / O.12Acf' e = 25.08 cm 3" + Ds

S mx = 6.32

Chequeo por corte Fuerza Cortante = 18.0 ts = cjJAvfyd/ cjJVs

d circular = 27.1 S= 16.02 cm, Luego S mx = 6.32 cm

STAAD SPACESTART JOB INFORMATIONJOB NAME NQS DISEO DE PILOTE DE 60 cmJOB PART PILOTE DE 16m d 60 cmENGINEER NAME F.ZENGINEER DATE 9-Sept-03END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES2 1 30 O; 20 1 18 O; 21 1 19 O; 22 1 20 O; 23 1 21 O; 24 1 22 O; 25 1 23 O;26 1 24 O; 27 1 25 O; 28 1 26 O; 29 1 27 O; 30 1 28 O; 31 1 29 O; 32 1 29.5 O;33 1 28.5 O; 34 1 27.5 O; 35 1 26.5 O; 36 1 25.5 O; 37 1 14 O; 381 15 O;39 1 16 O; 40 1 17 O;MEMBER INCIDENCES19 20 21; 20 21 22; 21 22 23; 22 23 24; 23 24 25; 24 25 26; 25 26 27; 26 27 36;27 28 35; 28 29 34; 29 30 33; 30 31 32; 31 32 2; 32 33 31; 33 34 30; 34 35 29;35 36 28; 36 37 38; 37 38 39; 38 39 40; 39 40 20;DEFINE MATERIAL STARTISOTROPIC MATERIALlE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 5.5e-006DAMP 2.8026e-044END DEFINE MATERIALMEMBER PROPERTY AMERICAN19 TO 39 PRIS YD 0.6CONSTANTSMATERIAL MATERIAL1 MEMB 19 TO 39SUPPORTS20 TO 27 38 TO 40 FIXED BUT FY MX MY MZ KFX 626 KFZ 6262 28 TO 36 FIXED BUT FY MXMY MZ KFX 313 KFZ 31337 FIXED BUT MX MZ KFX 313 KFZ 313LOAD 1 GRUPO I CARGAS ULTIMAS* VIENEN DE PAGINA # 58JOINT LOAD2 FY -122 FZ 123 MX 108LOAD 2 CARGA DE TRABAJO GRUPO 1JOINT LOAD2 FY -94 FZ 94.57 MX 83load 3 carga ultima grupo viijoint load2 FY -94 FZ 147 MX 158LOAD 4 CARGAS TRABAJO GRUPO VIIJOINT LOAD2 FY -94 FZ 125 MX 136PERFORM ANALYSIS PRINT ALLSTART CONCRETE DESIGNCODE ACIFC 24010 MEMB 19 TO 35DESIGN COLUMN 19 TO 39END CONCRETE DESIGNFINISH

Pi'JOP: 1

----_. ---,18 F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev1 4' SoftwarelicensedtoF.Z.INGENIEROS PartplLOTE DE 16m d 60 cmJobTille NQS DISEO DE PILOTE DE 60 cm Rel

:By FoZ Dateg-Sept-03 Chd

ClientFile pilotecanal12.std IDatefTime12-Sep-2003 14:22

Job InformationEngineer Checked Approved

Name: FoZDate: 9-Sept-03

I Structure Type SPACE FRAME

Number of Basic Load Cases

Number of Combination Load Cases

lId dO th o t t It " I dncu e In /s Drln ou are resu s or oa cases:Type L/C Name

Primary 1 GRUPO I CARGAS ULTIMASPrimary 2 CARGA DE TRABAJO GRUPO 1Primary 3 CARGA ULTIMA GRUPO VIIPrimary 4 CARGAS TRABAJO GRUPO VII

Basic Load CasesNumber Name

1 GRUPO I CARGAS ULTIMAS2 CARGA DE TRABAJO GRUPO 13 CARGA ULTIMA GRUPO VII4 CARGAS TRABAJO GRUPO VII

Prin!Time/Date:12/09/2003 14:28..._-~------~_._-----------_._-------_._----------_._-------- ------STAADoPro for Windows Release 2003 Print Run 1 of 1

~. -- - - --' ._ - - -_o .. ----- -----._-

F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

2 t\2Softwarelicensedlo FL INGENIEROS

PartplLOTE DE 16m d 60cm

Job Tille NOS DISEO DE PILOTE DE 60 cmRel

By F.z Dat"9-Sept-03 CM

Client File pilotecanal12.stdlDaterTime 10-Sep-2003 11:49

19

39

NUDOS Y ELEMENTOS

Prinl Time/Dale:10/09/2003 12:00 STAAD.Pro tor Windows Release 2003PrintRun 2 014

~.. .. ... - ... - ~.-- - - - ..

F.Z. INGENIEROS ESTRUCTURALESJob No SheetNo Rev

3 43Softwareticensedto FL INGENIEROS

PartplLOTE DE 16m d 60 cm

Job Tille NOS DISEO DE PILOTE DE 60 cmRe!

By F.z Dateg-Sept-03 Chd

Client File pilotecanal12.stdIDatelTime 10-Sep-2003 11 :49

dJ Z:8.05~ Z:7.19$ Z:6.363 :Z:5.57

:0.76

I

$:0.21

DESPLAZAMIENTO MAXIMO

PrintTime/Date:10/09/2003 12:00

_ ..STAAD.Pro for Windows Release 2003

Print Run 3 of 4

~. _. - . .. .. " _ .... - -- . _ .. -, --_._-_ .. _--_ .. . .. --- -F.Z. INGENIEROS ESTRUCTURALES

JobNo SheelNo RevM4Softwarelicensedlo F.Z. INGENIEROS PartplLOTE DE 16m d 60 cm

Job Tille NQS DISEO DE PILOTE DE 60 cm Rel

By F.Z oaleg-Sept-03 CM

CHenl File pilotecanal12.std IOalefTime 10-Sep-2003 11:49

MOMENTOS MAXIMOS

Prinl Time/Oale:10/09/2003 12:00 STAAD.Pro for Windows Release 2003Prinl Run 4 01 4

Wednesday, September 10, 2003, 12:04 PM

STAAD SPACE -- PAGE NO.

====================================================================

COLUMN NO. 19 DESIGN PER ACI 318-02 - AXIAL + BENDING

FY - 413.7 FC - 24.0 MPA, CIRC SIZE 600.0 MMS DIAMETER TIED

ONLY MINIMUM STEEL IS REQUIRED.AREA OF STEEL REQUIRED = 2827.4 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI----------------------------------------------------------

9 - 20 MM(EQUALLY SPACED)

1.000 1 END 0.650

====================================================================




BAR CONFIGURATION REINF peTo LOAD LOCATION PHI----------------------------------------------------------


1.000 1 END 0.650

====================================================================






1.000 1 END 0.650

D:\TEMPORAL\NORTE QUITO SUR\VEHICULARES\muro entre conectanes\pi1otecana112.an1 page 7 of 13

Wednesday, September 10, 2003, 12:04 PM-- PAGE NO. 8STAAD SPACE

====================================================================






1.000 1 END 0.650

====================================================================



AREA OF STEEL REQUIRED = 3817.0 SQ. MM



1.351 1 END 0.650

====================================================================






1.636 1 END 0.650

====================================================================


page 8 of 13D:\TEMPORAL\NORTE QUITO SUR\VEHICULARES\muro entre conectanes\pilotecanal12.anl

STAAD SPACE -- ?AGE NO. 9Wednesday, September 10, 2003, 12:04 PM





1.920 1 END 0.650

====================================================================




BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI-----------------------------------------------------------


1.991 1 END 0.650

====================================================================



AREA OF STEEL REQUIRED = 5796.2 SQ. MMBAR CONFIGURATION REINF PCT. LOAD LOCATION PHI----------------------------------------------------------


2.062 1 END 0.650

====================================================================





D:\TEMPORAL\NORTE QUITO SUR\VEHICULARES\muro entre conectanes\pilotecanal12.anl page 9 of 13

-- PAGE NO. 10Wednesday, September 10, 2003, 12:04 PM

STAAD SPACE


2.062 1 END 0.650

====================================================================


FY - 413.7 FC - 24.0 MPA. CIRC SIZE 600.0 MMS DIAMETER TIED




1.920 1 STA 0.650

====================================================================






1.493 1 STA 0.650

=========================~==========================================COLUMN NO. 31 DESIGN PER ACI 318-02 - AXIAL + BENDING





1.215 1 STA 0.650

D:\TEMPORAL\NORTE QUITO SUR\VEHICULARES\muro entre conectanes\pilotecanal12.anl

46

page 10 of 13


STAAD SPACE -- PAGE NO.11

====================================================================






1.778 1 STA 0.650

====================================================================


FY - 413.7 FC - 24.0 MPA, CIRC SIZE 600.0 ~~S DIAMETER TIED

AREA OF STEEL REQUIRED = 5796.2 SQ. MMBAR CONFIGURATION REINF PCT. LOAD LOCATION PHI----------------------------------------------------------


2.062 1 STA 0.650

====================================================================






2.062 1 END 0.650

====================================================================


D:\TEMPORAL\NORTE QUITO SUR\VEHICULARES\muro entre conectanes\pilotecana112.anlPage 11 of 13


STAAD SPACE -- PAGE NO. 12

FY _ 413.7 FC - 24.0 MPA, CIRC SIZE 600.0 MMS DIAMETER TIED




2.062 1 END 0.650

====================================================================






1.000 1 END' 0.650

====================================================================


FY _ 413.7 FC - 27.6 MPA, CIRC SIZE 600.0 MMS DIAMETER TIED




1.000 1 END 0.650

====================================================================




D:\TEMPORAL\NORTE QUITO SUR\VEHICULARES\muro entre conectanes\pilotecanal12.anl page 12 of 13

Wem1esday. September 10, 2003, 12:04 PM

STAAO SPACE -- PAGE NO. 13


9 . 20 MM(EQUALLY SPACEO)

1.000 1 END 0.650

====================================================================


FY - 413.7 FC - 27.6 MPA, CIRC SIZE 600.0 MMS DIAMETER TIEO




1.000 1 END 0.650

********************END OF COLUMN DESIGN RESULTS********************

47. END CONCRETE DESIGN48. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= SEP 10,2003 TIME= 11:50: 5 ****

*********************************************************For questions on STAAD.Pro, please contact :

* By Email - North AmericaBy Emai1 - International

* Tel. (USA) : 714-974-2500

[email protected] *[email protected] *Fax (USA) : 714-974-4771 *

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D:\TEMPORAL\NORTE QUITO SUR\VEHICULARES\muro entre conectanes\pilotecanal12.anl_ .. __ .----------------------------------

page 13 of 13

5.z

CUANTIA VOLUMETRICA MINIMADE ACUERDO AL AASHTO

En las zonas fuera de confinamiento se debe satisfacer, que la distancia libre entre espirales no debe

exceder 3" ( 7.6 cm ) , y la cuanta volumtrica mnima del ncleo de concreto.

Ps = AVJr(Dc-Ds)/ sAc

Oc = Dimetro del ncleo de concreto medido por fuera de la espiral

Os = Dimetro de la espiral

S = Paso de la espiral

Av = Area de la espiral de refuerzoDc= 47.54

Diametro Pilote( cm ) = 60 Ag = 2827.43 cm2

Recubrimiento de la espiral 6.23 Ac = 1775.04 cm2

f 'c (kg/cm2) = 245 O espi (Os) = 4/8" plg 1.27

Fy (kg/cm2) = 4200Ps = 0.0155632

S = 6.85 cm 3"+Ds = 8.9 cm S mx= 6.85 cm

En la zona de confinamiento

s = Avfo Jr(Dc - Ds) / O.12Acf' e = 14.82 cm

3" + OsS mx = 6.85

Chequeo por corte Fuerza Cortante = 12.8 ts = fjJAvfod / fjJVs

d circular = . 43.5 S= 36.32 cm, Luego S mx = 6.85 cm

,\1 - (., 1 (ry\

CARTA DE DISEO

s6Pn ~. ~~ .. ]4:>B8

.. . . . .

ColUMna PILOTES

D= .6. X'O.Ma.X= .94X'OM1 n = 81

. .. De1t ro;;;; 01k= J.

r'c= 24.:; MPaf'!I=420 MPa

~B8s6f11n [ kN.... ]

30B8

. 1:>B8 .

-~5B9

-30B9 .

1:i0 3B8 4:i0 608

60007749-02

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