~ F.Z.INGENIEROS ESTRUCTURALES JobNo SheetNo Rev 1 21 · R(] F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo 23 Rev 3 SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL

~ F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev1 21

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartTRAMOPRINCIPALJobTitlePUENTEPEATONALCAD NORTE! REVISION ESTRUCTURAMETALlCA RelTABLERO 2.40 m LIBRES

By JROMERO Dat"21-0ct-02 ChdFZARATEClient IDU FilePuentetramoprinc1.std IDatefTime14-Nov-200214:18

Job InformationEngineer Checked Approved

Name: JROMERO FZARATEDate: 21-0ct-02 22-0ct-02

IStructure Type I ISPACE FRAME

Number of Nodes I 1351 Highest Node 3618 1Number of Elements I 2798 Highest Beam 8331 1

Number of Basic Load Cases I 12 1Number of Combination Load Cases I 261

Included in this printout are data for:Al! I The Whole Structure 1

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

Combination 13 CM+CV1Combination 14 CM+CV2

ICombination 15 CM+CV3Combination 16 CM+CV4Combination 17 CM+CV5Combination 18 CM+CV6Combination 19 CM+CV+TEMCombination 20 CM+CV+0.3CWCombination 21 CM+CWCombination 22 CM +.75SZCombination 23 CM-0.75SZCombination 24 CM+0.75SXCombination 25 CM-0.75SXCombination 26 1.3CM +2.171CVCombination 27 1.3CM+2.171 CV2Combination 28 1.3CM+2.171 CV3Combination 29 1.3CM+2.171CV4Combination 30 1.3CM+2.171 CV5Combination 31 1.3CM+2.171 CV6Combination 32 1.3CM +CV+ TEMCombination 33 1.3CM+CV+0.3CWCombination 34 1.3CM+1.0CWCombination 35 CM+SZCombination 36 CM-SZ

PrintTime/Date:14/11/200214:48 STAAD.Pro tor Windows Release 2002 PrintRun1 0131

R(] F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

2 22

SoltwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartTRAMOPRINCIPAL

JobTitlePUENTEPEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA RelTABLERO 2.40 m LIBRES

By JROMERO DatEl21-0ct-02 ChdFZARATE

Client IDU ~ FilePuentetramoprinc1.std IDatefTime14-Nov-2002 14:18

Job Information Cont. ..Type L/C Name

Combination 37 CM+SX

Combination 38 CM-SX

Basic Load CasesNumber Name

1 CP CARGA PERMANENTE

2 CVG CARGA VIVA GENERAL

3 CVG CARGA VIVA LUZ POSITIVA

4 CVCI CARGA VIVA COSTADO Iza

5 CVAI CARGA VIVA APOYO INTERM

6 CVLI CARGA VIVA LADO Iza

7 CVLD CARGA VIVA LADO DER

8 WL CARGA VIENTO LATERAL BARANDJ

9 WLB CARGA LATERAL BARANDA

10 TEMPERATURE

11 SISMO ENZ

12 SISMO EN X

Combination Load CasesCombo Combination L/C Name Primary Primary L/C Name Factor

13 CM+CV1 1 CP CARGA PERMANENTE 1.00

2 CVG CARGA VIVA GENERAL 1.00



4 CVCI CARGA VIVA COSTADO Iza 1.00·


5 CVAI CARGA VIVA APOYO INTERM 1.00


6 CVLI CARGA VIVA LADO Iza 1.00


7 CVLD CARGA VIVA LADO DER 1.00

19 CM+CV+TEM 1 CP CARGA PERMANENTE 0.80


10 TEMPERATURE 0.80

20 CM+CV+0.3CW 1 CP CARGA PERMANENTE 0.80


8 WL CARGA VIENTO LATERAL BARANDJ 0.24

PnntTime/Date:14/111200214:48 STAAD.Pro tor Windows Release 2002 PrintRun2 01 31

R(] F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo 23 Rev3

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL

JobTitle PUENTE PEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA RelTABLERO 2.40 m LIBRES

By JROMERO DatEl21-0ct-02 ChdFZARATE IClient IDU File Puentetramoprinc1.std IDatefTime14-Nov-200214:18

Combination Load Cases Cont...Combo Combination UC Name Primary Primary UC Name Factor

..-21 CM+CW 1 CP CARGA PERMANENTE 0.80

8 WL CARGA VIENTO LATERAL BARANDJ 0.8022 CM +.75SZ 1 CP CARGA PERMANENTE 0.75

11 SISMOENZ 0.7523 CM-0.75SZ 1 CP CARGA PERMANENTE 0.75

11 SISMO ENZ -0.7524 CM+0.75SX 1 CP CARGA PERMANENTE 0.75

12 SISMO EN X 0.7525 CM-0.75SX 1 CP CARGA PERMANENTE 0.75

12 SISMO ENX -0.7526 1.3CM +2.171 CV 1 CP CARGA PERMANENTE 1.30


27 1.3CM+2.171 CV2 1 CP CARGA PERMANENTE 1.3028 1.3CM+2.171 CV3 1 CP CARGA PERMANENTE 1.30

4 CVCI CARGA VIVA COSTADO IZQ 2.17

29 1.3CM+2.171 CV4 1 CP CARGA PERMANENTE 1.30..-5 CVAI CARGA VIVA APOYO INTERM 2.17

30 1.3CM+2.171 CV5 1 CP CARGA PERMANENTE 1.30

6 CVLI CARGA VIVA LADO IZQ 2.17

31 1.3CM+2.171 CV6 1 CP CARGA PERMANENTE 1.30


32 1.3CM +CV+ TEM 1 CP CARGA PERMANENTE 1.302 CVG CARGA VIVA GENERAL 1.0010 TEMPERATURE 1.00

33 1.3CM+CV+0.3CW 1 CP CARGA PERMANENTE 1.30


8 WL CARGA VIENTO LATERAL BARANDJ 0.3034 1.3CM+1.0CW 1 CP CARGA PERMANENTE 1.30

8 WL CARGA VIENTO LATERAL BARANDI 1.0035 CM+SZ 1 CP CARGA PERMANENTE 1.00

11 SISMOENZ 1.0036 CM-SZ 1 CP CARGA PERMANENTE 1.00.-

11 SISMO ENZ -1.0037 CM+SX 1 CP CARGA PERMANENTE 1.00

12 SISMO ENX 1.00

38 CM-SX 1 CP CARGA PERMANENTE 1.00

12 SISMO ENX -1.00

PrintTime/Date:14/11/2002 14:48 STAAD.Pro tor Windows Release 2002 PnntRun3 0131

Softwarelicensedlo F.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL

~ F.Z. INGENIEROS ESTRUCTURALES JobNo SheelNo4 24

Rev

JobTitle PUENTE PEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES

By JROMERO DalEl21-0ct-02 ChdFZARATEClienl IDU File Puentetramoprinc1.std Dalemme14-Nov-200214:18

3553 3611

3443 34973495 3499

3556 35143433

3483 34703441

36063419

34233504

3507

NUMERAC/ON DE LOS NUDOS DE APOYO

PrinlTime/Dale:14/11/2002 14:48 STAAD.Pro tor Windows Release 2002 PrínlRun4 of 31

SheetNo16 25

Rev


JobTille PUENTE PEATONAL CAD NORTE/ REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES

lI(l F.Z. INGENIEROS ESTRUCTURALESJobNo


File Puentetramoprinc1.std DatefTime14-Nov-2002 18:22Client IDU

ReactionsHorizontal Vertical Horizontal Moment

Node UC FX FY FZ MX MY MZ(kN) (kN) (kN) (MTon-m) (MTon-m) (MTon-m)

3419 13:CM+CV1 -1.77 -9.66 3.49 0.00 0.00 0.0014:CM+CV2 -0.28 -1.55 0.52 0.00 0.00 0.0015:CM+CV3 -5.35 -28.75 -0.14 0.00 0.00 0.0016:CM+CV4 -2.06 -10.95 0.07 0.00 0.00 0.0017:CM+CV5 -1.93 -11.61 4.02 0.00 0.00 0.0018:CM+CV6 -0.24 -0.24 -0.04 0.00 0.00 0.0019:CM +CV+T 10.87 59.00 5.47 0.00 0.00 0.0020:CM+CV+0.2 1.68 9.62 -1.55 0.00 0.00 0.0021:CM+CW 10.09 56.60 -14.06 0.00 0.00 0.0022:CM +.75SZ 6.68 37.48 10.41 0.00 0.00 0.00

23:CM-0.75SZ -7.10 -39.81 -9.64 0.00 0.00 0.00

24:CM+0.75SX 14.25 77.29 4.77 0.00 0.00 0.00

25:CM-0.75SX -14.68 -79.61 -4.00 0.00 0.00 0.0026:1.3CM +2.1' -3.60 -19.63 7.13 0.00 0.00 0.00

27:1.3CM+2.17 -0.37 -2.02 0.67 0.00 0.00 0.00

28:1.3CM+2.17 -11.36 -61.07 -0.76 0.00 0.00 0.00

29:1.3CM+2.17 -4.23 -22.42 -0.29 0.00 0.00 0.00

30:1.3CM+2.17 -3.95 -23.86 8.27 0.00 0.00 0.00

31 :1.3CM+2.17 -0.27 0.84 -0.54 0.00 0.00 0.00

32:1.3CM +CV' 13.51 73.29 7.00 0.00 0.00 0.0033:1.3CM+CV-+ 2.01 11.56 -1.78 0.00 0.00 0.00

34:1.3CM+1.0C 12.53 70.29 -17.42 0.00 0.00 0.00

35:CM+SZ 8.90 49.98 13.88 0.00 0.00 0.00

36:CM-SZ -9.47 -53.08 -12.85 0.00 0.00 0.00

37:CM+SX 19.00 103.05 6.37 0.00 0.00 0.00

38:CM-SX -19.57 -106.15 -5.33 0.00 0.00 0.00

3421 13:CM+CV1 5.41 29.40 0.33 0.00 0.00 0.00

14:CM+CV2 0.65 3.52 0.15 0.00 0.00 0.00

15:CM+CV3 -2.34 -12.93 2.26 0.00 0.00 0.00

16:CM+CV4 0.48 2.38 0.14 0.00 0.00 0.00

17:CM+CV5 4.22 24.03 1.59 0.00 0.00 0.00

18:CM+CV6 1.73 8.35 -1.06 0.00 0.00 0.00

19:CM +CV+ T 16.80 91.10 -6.27 0.00 0.00 0.00

20:CM+CV+0.2 1.21 6.08 -2.66 0.00 0.00 0.00

21:CM+CW -9.86 -55.33 -9.62 0.00 0.00 0.00

22:CM +.75SZ 6.92 39.07 7.31 0.00 0.00 0.00

23:CM-0.75SZ -5.95 -33.79 -7.09 0.00 0.00 0.00

24:CM+0.75SX 16.79 91.08 8.79 0.00 0.00 0.00

25:CM-0.75SX -15.82 -85.79 -8.57 0.00 0.00 0.00

PrintTime/Date:14111/2002 18:27 STAAD.Pro for Windows Release 2002

R(] F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev2617


JobTitle PUENTE PEATONAL CAD NORTE/ REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES

By JROMERO Dat<l21-0ct-02 ChdFZARATEClient IDU File Puentetramoprinc1.std Datemme14-Nov-2002 18:22

Reactions Cont...Horizontal Vertical Horizontal Moment


26:1.3CM +2.1' 11.18 60.77 0.59 0.00 0.00 0.0027:1.3CM+2.17 0.84 4.58 0.19 0.00 0.00 0.0028:1.3CM+2.17 -5.64 -31.13 4.78 0.00 0.00 0.0029:1.3CM+2.17 0.49 2.09 0.18 0.00 0.00 0.0030:1.3CM+2.17 8.60 49.10 3.32 0.00 0.00 0.0031 :1.3CM+2.17 3.20 15.06 -2.42 0.00 0.00 0.0032:1.3CM +CV' 21.20 114.93 -7.79 0.00 0.00 0.0033:1.3CM+CV-+ 1.71 8.66 -3.28 0.00 0.00 0.0034:1.3CM+1.0C -12.13 -68.11 -11.98 0.00 0.00 0.0035:CM+SZ 9.22 52.09 9.74 0.00 0.00 0.0036:CM-SZ -7.93 -45.05 -9.45 0.00 0.00 0.0037:CM+SX 22.38 121.44 11.73 0.00 0.00 0.0038:CM-SX -21.09 -114.39 -11.43 0.00 0.00 0.00

3423 13:CM+CV1 -30.68 150.39 13.38 0.00 0.00 0.0014:CM+CV2 -4.62 22.64 1.99 0.00 0.00 0.0015:CM+CV3 -13.38 65.33 5.05 0.00 0.00 0.0016:CM+CV4 -3.69 17.80 1.52 0.00 0.00 0.0017:CM+CV5 -7.81 39.26 8.09 0.00 0.00 0.0018:CM+CV6 -27.60 134.33 7.31 0.00 0.00 0.0019:CM +CV+ T -13.43 65.72 6.94 0.00 0.00 0.0020:CM+CV+0.2 -30.52 149.36 4.09 0.00 0.00 0.0021:CM+CW -23.62 114.91 -20.44 0.00 0.00 0.0022:CM +.75SZ 16.31 111.58 23.95 .0.00 0.00 0.0023:CM-0.75SZ -23.24 -77.63 -20.96 0.00 0.00 0.0024:CM+0.75SX 11.97 92.70 5.84 0.00 0.00 0.0025:CM-0.75SX -18.90 -58.75 -2.86 0.00 0.00 0.0026:1.3CM +2.1' -62.58 306.79 27.31 0.00 0.00 0.0027:1.3CM+2.17 -6.00 29.43 2.59 0.00 0.00 0.0028:1.3CM+2.17 -25.02 122.12 9.24 0.00 0.00 0.0029:1.3CM+2.17 -3.99 18.92 1.58 0.00 0.00 0.0030:1.3CM+2.17 -12.93 65.52 15.83 0.00 0.00 0.0031 :1.3CM+2.17 -55.90 271.91 14.15 0.00 0.00 0.0032:1.3CM +CV· -18.17 88.94 9.27 0.00 0.00 0.0033:1.3CM+CV-+ -39.53 193.49 5.71 0.00 0.00 0.0034:1.3CM+1.0C -30.91 150.43 -24.96 0.00 0.00 0.0035:CM+SZ 21.75 148.77 31.93 0.00 0.00 0.0036:CM-SZ -30.98 -103.50 -27.95 0.00 0.00 0.0037:CM+SX 15.96 123.61 7.79 0.00 0.00 0.00

I 38:CM-SX I -25.19 I -78.33 I -3.81 I 0.00 I 0.00 I 0.00 I

PrintTime/Date:14/11/2002 18:27

--.JPrintRun2 of 16STAAD.Pro tor Windows Release 2002

R(j F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev18 27

SoltwarelicensedtoF,Z,INGENIEROSESTRUCTURALES PartTRAMOPRINCIPAL

JobTillePUENTEPEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA Re!TABLERO 2.40 m LIBRES

By JROMERO Dat~1·0ct-02 ChdFZARATE

Client IDU FilePuentetramoprinc1.std Dateffime14-Nov-200218:22

Reactions Cont. .. 1

Horizontal Vertical Horizontal MomentNode UC FX FY FZ MX MY MZ

(kN) (kN) (kN) (MTon'm) (MTon'm) (MTon'm)

3425 13:CM+CV1 -39.31 193.04 -17.72 0,00 0.00 0.00

14:CM+CV2 -5.96 29.24 -2.72 0.00 0.00 0.00

15:CM+CV3 -15.84 78.00 -7.72 0.00 0.00 0.00

16:CM+CV4 -4.24 21.10 -1.93 0.00 0.00 0.00

17:CM+CV5 -32.45 158.23 -14.37 0.00 0.00 0.00

18:CM+CV6 -12.93 64.57 -6.13 0.00 0.00 0.00

19:CM +CV+ T -19.29 94.81 -7.08 0.00 0.00 0.00

20:CM+CV+0.~ -25.49 125.48 -18.11 0.00 0.00 0.00

21:CM+CW 15.11 -73.10 -15.28 0.00 0.00 0.00

22:CM +.75SZ 15.36 116.81 11.65 0.00 0.00 0.00

23:CM-0.75SZ -24.30 -72.95 -15.73 0.00 0.00 0.00I

24:CM+0.75SX 11.94 102.45 7.38 0.00 0.00 0.00

25:CM-0.75SX -20.88 -58.59 -11.46 0.00 0.00 0.00

26:1.3CM +2.1' -80.16 393.62 -36.11 0.00 0.00 0.00

27:1.3CM+2.17 -7.74 38.01 -3.53 0.00 0.00 0.00

28:1.3CM+2.17 -29.19 143.88 -14.39 0.00 0.00 0.00

29:1.3CM+2.17 -4.02 20.35 -1.81 0.00 0.00 0.00

I30:1.3CM+2.17 -65.25 318.06 -28.82 0.00 0.00 0.00

31 :1.3CM+2.17 -22.89 114.73 -10.95 0.00 0.00 0.00

32:1.3CM +CV· -25.90 127.29 -9.67 0.00 0.00 0.00

33:1.3CM+CV-+ -33.65 165.62 -23.45 0.00 0.00 0.00

34:1.3CM+1.0C 17.10 -82.60 -19.91 0.00 0.00 0.00

35:CM+SZ 20.49 155.75 15.53 0.00 0.00 0.00

36:CM-SZ -32.40 -97.27 -20.97 0.00 0.00 0.00

I37:CM+SX 15.92 136.60 9.84 0.00 0.00 0.00

38:CM-SX -27.84 -78.12 -15.28 0.00 0.00 0.00

3433 13:CM+CV1 -1.47 9.34 -3.37 0.00 0.00 0.00

14:CM+CV2 -0.24 1.51 -0.52 0.00 0.00 0.00

15:CM+CV3 -9.89 60.65 -4.71 0.00 0.00 0.00

I16:CM+CV4 -11.37 69.89 -6.17 0.00 0.00 0.00

17:CM+CV5 -4.53 28.37 -1.23 0.00 0.00 0.00 I

18:CM+CV6 2.79 -17.34 -2.69 0.00 0.00 0.00

19:CM +CV+ T 3.47 -21.10 0.80 0.00 0.00 0.00

20:CM+CV+0.~ 2.74 -16.93 -6.66 0.00 0.00 0.00

21:CM+CW 12.86 -80.14 -13.61 0.00 0.00 0.00

22:CM +.75SZ 15.68 97.90 14.49 0.00 0.00 0.00

23:CM-0.75SZ -16.04 -95.64 -15.27 0.00 0.00 0.00

24:CM+0.75SX 10.65 68.03 3.77 0.00 0.00 0.00

25:CM-0.75SX -11.01 -65.76 -4.55 0.00 0.00 0.00

PrintTime/Date:14/11/2002 18:27 STAAD.Pro tor Windows Release 2002 PnntRun3 01 16

~ F.Z.INGENIEROS ESTRUCTURALES JobNo SheetNo Rev19 28

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartTRAMOPRINCIPAL

JobTillePUENTE PEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES


Client IDU FilePuentetramoprinc1.std DatefTime14-Nov-2002 18:22

Reactions Cont. ..Horizontal Vertical Horizontal Moment

Node UC FX FY FZ MX MY MZ(kN) (kN) (kN) (MTon-m) (MTon-m) (MTon'm)

26:1.3CM +2.1' -2.98 18.97 -6.87 0.00 0.00 0.00

27:1.3CM+2.17 -0.31 1.96 -0.68 0.00 0.00 0.00

28:1.3CM+2.17 -21.27 130.36 -9.77 0.00 0.00 0.00

29:1.3CM+2.17 -24.47 150.42 -12.93 0.00 0.00 0.00

30:1.3CM+2.17 -9.62 60.28 -2.22 0.00 0.00 0.00

31 :1.3CM+2.17 6.27 -38.96 -5.37 0.00 0.00 0.00

32:1.3CM +CV' 4.27 -25.92 0.84 0.00 0.00 0.0033:1.3CM+CV-+ 3.35 -20.71 -8.48 0.00 0.00 0.00

34:1.3CM+1.0C 16.01 -99.73 -17.17 0.00 0.00 0.00

35:CM+SZ 20.91 130.54 19.32 0.00 0.00 0.00

36:CM-SZ -21.39 -127.52 -20.37 0.00 0.00 0.00

37:CM+SX 14.20 90.71 5.02 0.00 0.00 0.00

38:CM-SX -14.67 -87.68 -6.07 0.00 0.00 0.00

3441 13:CM+CV1 31.92 196.40 12.44 0.00 0.00 0.00

14:CM+CV2 4.83 29.74 1.90 0.00 0.00 0.00

15:CM+CV3 4.42 26.98 1.50 0.00 0.00 0.00

16:CM+CV4 16.97 104.27 6.54 0.00 0.00 0.00

17:CM+CV5 12.20 75.31 6.08 0.00 0.00 0.00

18:CM+CV6 24.53 150.69 8.25 0.00 0.00 0.00I19:CM +CV+ T 29.78 183.16 11.23 0.00 0.00 0.00

20:CM+CV+0.2 30.16 185.46 5.39 0.00 0.00 0.00

21:CM+CW 19.27 118.26 -13.67 0.00 0.00 0.00

22:CM +.75SZ 17.33 106.36 15.69 0.00 0.00 0.00

23:CM-0.75SZ -10.08 -61.75 -12.84 0.00 0.00 0.00

24:CM+0.75SX 16.63 101.89 4.51 0.00 0.00 0.00

25:CM-0.75SX -9.38 -57.28 -1.67 0.00 0.00 0.00

26:1.3CM +2.1' 65.09 400.47 25.35 0.00 0.00 0.00

27:1.3CM+2.17 6.29 38.67 2.47 0.00 0.00 0.00

28:1.3CM+2.17 5.38 32.67 1.61 0.00 0.00 0.00

29:1.3CM+2.17 32.63 200.46 12.55 0.00 0.00 0.00

30:1.3CM+2.17 22.29 137.58 11.54 0.00 0.00 0.00

31 :1.3CM+2.17 49.03 301.24 16.27 0.00 0.00 0.00

32:1.3CM +CV- 38.68 237.87 14.60 0.00 0.00 0.00

33:1.3CM+CV-+ 39.15 240.74 7.31 0.00 0.00 0.00

34:1.3CM+1.0C 25.54 156.75 -16.52 0.00 0.00 0.00

35:CM+SZ 23.11 141.82 20.92 0.00 0.00 0.00

36:CM-SZ -13.44 -82.33 -17.12 0.00 0.00 0.00

37:CM+SX 22.18 135.86 6.01 0.00 0.00 0.00

I 38:CM-SX -12.51 -76.37 -2.22 0.00 0.00 0.00I

PrintTime/Date:14/1112002 16:27 STAAD.Pro tor Windows Release 2002... J

PrintRun4 01 16

SheetNo Rev20 29~ F.Z. INGENIEROS ESTRUCTURALES JobNo


JobTille PUENTE PEATONAL CAD NORTEI REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES

By JROMERO Date:21-0ct-02 ChdFZARATE

Client IDU File Puentetramoprinc1.std Datemme14-Nov-2002 18:22


Node UC FX FY FZ MX MY MZ

(kN) (kN) (kN) (MTon-m) (MTon-m) (MTon-m)

3443 13:CM+CV1 26.86 164.69 -10.59 0.00 0.00 0.0014:CM+CV2 4.06 24.87 -1.59 0.00 0.00 0.0015:CM+CV3 1.71 10.64 -0.91 0.00 0.00 0.0016:CM+CV4 13.34 81.92 -5.32 0.00 0.00 0.0017:CM+CV5 20.79 127.36 -6.93 0.00 0.00 0.0018:CM+CV6 10.11 62.08 -5.24 0.00 0.00 0.0019:CM +CV+ T 26.64 163.46 -10.06 0.00 0.00 0.0020:CM+CV+0.~ 16.76 102.78 -12.93 0.00 0.00 0.0021:CM+CW -12.50 -76.68 -16.12 0.00 0.00 0.0022:CM +.75SZ 17.08 104.54 12.81 0.00 0.00 0.0023:CM-0.75SZ -11.00 -67.23 -15.20 0.00 0.00 0.0024:CM+0.75SX 12.91 79.53 5.28 0.00 0.00 0.00

25:CM-0.75SX -6.82 -42.22 -7.66 0.00 0.00 0.0026:1.3CM +2.1' 54.78 335.88 -21.61 0.00 0.00 0.00

27:1.3CM+2.17 5.27 32.34 -2.07 0.00 0.00 0.0028:1.3CM+2.17 0.17 1.43 -0.58 0.00 0,00 0.0029:1.3CM+2.17 25.43 156.19 -10.16 0.00 0.00 0.00

30:1.3CM+2.17 41.60 254.82 -13.67 0.00 0.00 0.00

31 :1.3CM+2.17 18.42 113.11 -9.98 0.00 0.00 0.00

32:1.3CM +CV· 34.52 211.78 -13.05 0.00 0.00 0.0033:1.3CM+CV-+ 22.17 135.94 -16.64 0.00 0.00 0.00

34:1.3CM+1.0C -14.41 -88.38 -20.62 0.00 0.00 0.00

35:CM+SZ 22.77 139.38 17.08 0.00 0.00 0.00

36:CM-SZ -14.66 -89.63 -20.26 0.00 0.00 0.00

37:CM+SX 17.21 106.04 7.03 0.00 0.00 0.00

38:CM-SX -9.10 -56.29 -10.21 0.00 0.00 0.00

3454 13:CM+CV1 3.50 -21.82 -3.88 0.00 0.00 0.00

14:CM+CV2 0.57 -3.56 -0.61 0.00 0.00 0.00

15:CM+CV3 -6.12 37.69 1.75 0.00 0.00 0.00

16:CM+CV4 -6.71 41.18 1.13 0.00 0.00 0.00

17:CM+CV5 4.44 -27.83 -0.72 0.00 0.00 0.00

18:CM+CV6 -0.39 2.60 -3.77 0.00 0.00 0.00

19:CM +CV+T 6.54 -40.40 -3.75 0.00 0.00 0.00

20:CM+CV+0.~ -1.24 7.69 -7.42 0.00 0.00 0.00

21:CM+CW -12.99 80.94 -14.86 0.00 0.00 0.00

22:CM +.75SZ 15.52 89.53 16.20 0.00 0.00 0.00

23:CM-0.75SZ -14.66 -94.87 -17.11 0.00 0.00 0.00

24:CM+0.75SX 10.02 55.86 3.79 0.00 0.00 0.00

25:CM-0.75SX -9.16 -61.21 -4.70 0.00 0.00 0.00

PrintRun5 of 16PrintTime/Date:14/11/200218:27 STAAD.Pro tor Windows Release 2002


SoftwareIicensedto F.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPALJobTitle PUENTE PEATONAL CAD NORTE/ REVISION ESTRUCTURA METALlCA Re!TABLERO 2.40 m LIBRES

I By JROMERO DatI!21-0ct-02 Chd FZARATEClienl IDU File Puentetramoprinc1.std DalefTime14-Nov-200218:22

Reactians Cant. ..Horizontal Vertical Horizontal Moment

Node UC FX FY FZ MX MY MZ(kN) (kN) (kN) (MTon"m) (MTon"m) (MTon"m)

26:1.3CM +2.1' 7.10 -44.26 -7.90 0.00 0.00 0.0027:1.3CM+2.17 0.74 -4.63 -0.79 0.00 0.00 0.0028:1.3CM+2.17 -13.78 84.92 4.32 0.00 0.00 0.0029:1.3CM+2.17 -15.07 92.51 2.99 0.00 0.00 0.0030:1.3CM+2.17 9.14 -57.32 -1.03 0.00 0.00 0.0031 :1.3CM+2.17 -1.35 8.74 -7.66 0.00 0.00 0.0032:1.3CM +CV' 8.35 -51.57 -4.87 0.00 0.00 0.0033:1.3CM+CV-+ -1.37 8.54 -9.46 0.00 0.00 0.0034:1.3CM+1.0C -16.07 100.11 -18.75 0.00 0.00 0.0035:CM+SZ 20.69 119.38 21.60 0.00 0.00 0.0036:CM-SZ -19.55 -126.50 -22.82 0.00 0.00 0.0037:CM+SX 13.36 74.49 5.06 0.00 0.00 0.0038:CM-SX -12.21 -81.61 -6.27 0.00 0.00 0.00

I3462 13:CM+CV1 -12.35 76.28 -4.39 0.00 0.00 0.0014:CM+CV2 -1.79 11.07 -0.63 0.00 0.00 0.00 I15:CM+CV3 8.02 -49.10 3.42 0.00 0.00 0.0016:CM+CV4 -0.60 3.90 0.10 0.00 0.00 0.0017:CM+CV5 -12.05 74.50 -3.23 0.00 0.00 0.0018:CM+CV6 -1.99 12.22 -1.71 0.00 0.00 0.0019:CM +CV+ T -6.84 42.15 -2.45 0.00 0.00 0.0020:CM+CV+0.2 -5.03 31.03 -8.11 0.00 0.00 0.0021:CM+CW 14.75 -91.12 -15.84 0.00 0.00 0.00

I22:CM +.75SZ 11.47 86.42 11.89 0.00 0.00 0.00 I23:CM-0.75SZ -14.15 -69.81 -12.84 0.00 0.00 0.0024:CM+0.75SX 15.25 109.87 5.02 0.00 0.00 0.0025:CM-0.75SX -17.94 -93.27 -5.97 0.00 0.00 0.0026:1.3CM +2.1' -25.25 155.97 -8.98 0.00 0.00 0.0027:1.3CM+2.17 -2.33 14.39 -0.82 0.00 0.00 0.0028:1.3CM+2.17 18.97 -116.23 7.98 0.00 0.00 0.0029:1.3CM+2.17 0.27 -1.18 0.76 0.00 0.00 0.0030:1.3CM+2.17 -24.60 152.10 -6.45 0.00 0.00 0.0031 :1.3CM+2.17 -2.77 16.89 -3.17 0.00 0.00 0.0032: 1.3CM +CV' -9.09 56.00 -3.25 0.00 0.00 0.0033:1.3CM+CV-+ -6.82 42.11 -10.33 0.00 0.00 0.0034:1.3CM+1.0C 17.90 -110.58 -19.99 0.00 0.00 0.0035:CM+SZ 15.29 115.22 15.85 0.00 0.00 0.0036:CM-SZ -18.87 -93.08 -17.12 0.00 0.00 0.0037:CM+SX 20.34 146.50 6.69 0.00 0.00 0.0038:CM-SX -23.92 -124.36 -7.96 0.00 0.00 0.00

-----_._-.__.-PrintTime/Dale:14/11/2002 18:27 STAAD.Pro tor Windows Release 2002 PnnlRun6 of 16

R<l F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev22 31


JobTitlePUENTEPEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA RelTABLERO 2.40 m LIBRES

By JROMERO Dat~1~Oct-02 ChdFZARATE

Client IDU FilePuentetramoprinc1.std Datemme14-Nov-200218:22



(kN) (kN) (kN) (MTon'm) (MTon-m) (MTon-m)

3470 13:CM+CV1 17.93 110.48 7.68 0.00 0.00 0.00

14:CM+CV2 2.73 16.82 1.15 0.00 0.00 0.00

15:CM+CV3 24.47 150.48 9.57 0.00 0.00 0.00

16:CM+CV4 7.38 45.55 2.99 0.00 0.00 0.00

17:CM+CV5 5.96 36.86 5.20 0.00 0.00 0.00

18:CM+CV6 14.71 90.54 3.59 0.00 0.00 0.00

19:CM+CV+T 17.69 108.76 6.85 0.00 0.00 0.00

20:CM+CV+0.~ 19.11 117.81 1.45 0.00 0.00 0.00

21:CM+CW 18.06 111.53 -14.72 0.00 0.00 0.00

22:CM +.75SZ 15.72 95.46 13.22 0.00 0.00 0.00

23:CM-0.75SZ -11.62 -70.22 -11.50 0.00 0.00 0.00

24:CM+0.75SX 17.25 106.41 6.96 0.00 0.00 0.00

25:CM-0.75SX -13.16 -81.18 -5.23 0.00 0.00 0.00

26:1.3CM +2.1' 36.54 225.20 15.66 0.00 0.00 0.00

27:1.3CM+2.17 3.55 21.87 1.50 0.00 0.00 0.00

28:1.3CM+2.17 50.74 312.03 19.78 0.00 0.00 0.00

29:1.3CM+2.17 13.65 84.25 5.49 0.00 0.00 0.00

30: 1.3CM+2.17 10.57 65.37 10.29 0.00 0.00 0.00

31:1.3CM+2.17 29.56 181.91 6.79 0.00 0.00 0.00

32:1.3CM +CV· 22.93 141.00 8.91 0.00 0.00 0.00

33:1.3CM+CV-+ 24.70 152.31 2.15 0.00 0.00 0.00

34:1.3CM+1.0C 23.40 144.46 -18.06 0.00 0.00 0.00

35:CM+SZ 20.96 127.28 17.63 0.00 0.00 0.00

36:CM-SZ -15.50 -93.63 -15.33 0.00 0.00 0.00

37:CM+SX 23.00 141.88 9.28 0.00 0.00 0.00

38:CM-SX -17.54 -108.23 -6.98 0.00 0.00 0.00

3472 13:CM+CV1 19.48 119.33 -7.30 0.00 0.00 0.00

14:CM+CV2 2.95 18.04 -1.12 0.00 0.00 0.00

15:CM+CV3 24.78 152.07 -10.06 0.00 0.00 0.00

16:CM+CV4 8.03 49.12 -3.20 0.00 0.00 0.00

17:CM+CV5 15.88 97.35 -3.54 0.00 0.00 0.00

18:CM+CV6 6.65 40.66 -4.96 0.00 0.00 0.00

19:CM +CV+T 17.74 108.88 -6.48 0.00 0.00 0.00

20:CM+CV+0.~ 10.85 66.22 -10.55 0.00 0.00 0.00

21:CM+CW -13.43 -83.04 -16.58 0.00 0.00 0.00

22:CM +.75SZ 15.58 94.64 11.58 0.00 0.00 0.00

23:CM-0.75SZ -11.16 -67.58 -13.26 0.00 0.00 0.00

24:CM+0.75SX 18.29 111.89 5.65 0.00 0.00 0.00

25:CM-0.75SX -13.87 -84.83 -7.34 0.00 0.00 0.00

~PrintTime/Date:14/11/2002 18:27 STAAD.Pro forWindows Release 2002 printRun7 01 16

~

F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

I23 32

SoltwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL

JobTitle PUENTE PEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA RelTABLERO 2.40 m LIBRES

By JROMERO Dat~1-0ct-02 ChdFZARATE

Client IDU File Puentetramoprinc1.std DatefTime14-Nov-2002 18:22



26:1.3CM +2. f 39.73 243.35 -14.87 0.00 0.00 0.00

27:1.3CM+2.17 3.83 23.45 -1.46 0.00 0.00 0.00

28:1.3CM+2.17 51.24 314.43 -20.87 0.00 0.00 0.00

29:1.3CM+2.17 14.87 90.92 -5.96 0.00 0.00 0.00

30:1.3CM+2.17 31.92 195.63 -6.72 0.00 0.00 0.00

31 :1.3CM+2.17 11.86 72.55 -9.80 0.00 0.00 0.00

32:1.3CM +CV' 23.06 141.52 -8.43 0.00 0.00 0.00

33:1.3CM+CV-+ 14.45 88.19 -13.52 0.00 0.00 0.00

34:1.3CM+1.0C -15.~0 -98.39 -21.07 0.00 0.00 0.00

35:CM+SZ 20.78 126.19 15.44 0.00 0.00 0.00

36:CM-SZ -14.88 -90.11 -17.69 0.00 0.00 0.00

37:CM+SX 24.38 149.18 7.54 0.00 0.00 0.00

38:CM-SX -18.49 -113.11 -9.79 0.00 0.00 0.00

3483 13:CM+CV1 -12.30 75.12 5.47 0.00 0.00 0.00

14:CM+CV2 -1.87 11.43 0.83 0.00 0.00 0.00

15:CM+CV3 7.22 -44.51 -2.67 0.00 0.00 0.00

16:CM+CV4 -1.19 7.08 0.83 0.00 0.00 0.00

1 17:CM+CV5 -1.73 10.11 2.74 0.00 0.00 0.00

I18:CM+CV6 -12.42 76.34 3.60 0.00 0.00 0.00

19:CM +CV+ T -6.15 37.65 1.95 0.00 0.00 0.00

20:CM+CV+0.2 -14.67 89.94 -0.65 0.00 0.00 0.00

21:CM+CW -17.60 108.64 -16.09 0.00 0.00 0.00

22:CM +.75SZ 11.60 87.76 14.03 0.00 0.00 0.00

23:CM-0.75SZ -14.41 -70.63 -12.78 0.00 0.00 0.00

24:CM+0.75SX 12.09 91.77 7.53 0.00 0.00 0.00

25:CM-0.75SX -14.89 -74.63 -6.28 0.00 0.00 0.00

26:1.3CM +2.1' -25.07 153.13 11.15 0.00 0.00 0.00

27:1.3CM+2.17 -2.43 14.85 1.08 0.00 0.00 0.00

28:1.3CM+2.17 17.30 -106.59 -6.52 0.00 0.00 0.00

29:1.3CM+2.17 -0.96 5.42 1.07 0.00 0.00 0.00

30: 1.3CM+2.17 -2.12 12.01 5.22 0.00 0.00 0.00

31 :1.3CM+2.17 -25.34 155.77 7.09 0.00 0.00 0.00

32:1.3CM +CV' -8.24 50.48 2.68 0.00 0.00 0.00

33:1.3CM+CV-+ -18.90 115.86 -0.56 0.00 0.00 0.00

34:1.3CM+1.0C -22.56 139.23 -19.86 0.00 0.00 0.00

35:CM+SZ 15.47 117.02 18.70 0.00 0.00 0.00

36:CM-SZ -19.21 -94.17 -17.04 0.00 0.00 0.00

37:CM+SX 16.12 122.36 10.04 0.00 0.00 0.00

38:CM-SX -19.86 -99.51 -8.37 0.00 0.00 0.00

PrintTime/Dale:14/11/2002 18:27 STAAD.Pro for Windows Release 2002 POnIRun8 01 16

lCl F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

24 33

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALESPartTRAMOPRINCIPAL

JobTitlePUENTEPEATONAL CAD NORTEI REVISION ESTRUCTURA METALlCA RelTABLERO 2.40 m LIBRES


CHent IDUFilePuentetramoprinc1.std DatelTime14-Nc'I-2002 18:22

Reactions Cont ...Horizontal Vertical Horizontal Moment



3493 13:CM+CV1 -2.84 15.25 -4.21 0.00 0.00 0.00

14:CM+CV2 -0.42 2.24 -0.62 0.00 0.00 0.00

15:CM+CV3 -1.50 8.09 -1.76 0.00 0.00 0.00

16:CM+CV4 -7.89 42.77 -5.00 0.00 0.00 0.00

17:CM+CV5 -6.36 34.60 -1.23 0.00 0.00 0.00

18:CM+CV6 3.07 -16.90 -3.61 0.00 0.00 0.00

19:CM +CV+T -3.42 18.48 -3.04 0.00 0.00 0.00

20:CM+CV+0.~ 2.36 -13.03 -8.65 0.00 0.00 0.00

21:CM+CW 15.11 -82.32 -18.12 0.00 0.00 0.00

22:CM +.75SZ 16.13 91.40 18.41 0.00 0.00 0.00

23:CM-0.75SZ -16.75 -88.03 -19.35 0.00 0.00 0.00 I

24:CM+0.75SX 15.50 87.88 4.38 0.00 0.00 0.00 I25:CM-0.75SX -16.12 -84.51 -5.31 0.00 0.00 0.00

26:1.3CM +2.1' -5.80 31.15 -8.59 0.00 0.00 0.00

27:1.3CM+2.17 -0.54 2.92 -0.81 0.00 0.00 0.00

28:1.3CM+2.17 -2.89 15.61 -3.27 0.00 0.00 0.00

29:1.3CM+2.17 -16.77 90.89 -10.32 0.00 0.00 0.00

30:1.3CM+2.17 -13.45 73.16 -2.13 0.00 0.00 0.00

31:1.3CM+2.17 7.03' -38.65 -7.30 0.00 0.00 0.00

32:1.3CM +CV· -4.40 23.78 -3.98 0.00 0.00 0.00

33:1.3CM+CV-+ 2.83 -15.62 -11.00 0.00 0.00 0.00,

34: 1.3CM+1.0C 18.77 -102.22 -22.84 0.00 0.00 0.00

35:CM+SZ 21.51 121.86 24.55 0.00 0.00 0.00

36:CM-SZ -22.34 -117.37 -25.79 0.00 0.00 0.00

37:CM+SX 20.67 117.17 5.84 0.00 0.00 0.00

38:CM-SX -21.50 -112.68 -7.09 0.00 0.00 0.00

3495 13:CM+CV1 -7.56 41.27 1.06 0.00 0.00 0.00

14:CM+CV2 -1.18 6.44 0.20 0.00 0.00 0.00

15:CM+CV3 -3.38 18.40 0.67 0.00 0.00 0.00

16:CM+CV4 -12.39 67.45 4.16 0.00 0.00 0.00

17:CM+CV5 0.40 -2.21 -0.26 0.00 0.00 0.00

18:CM+CV6 -9.21 50.26 1.55 0.00 0.00 0.00

19:CM +CV+ T -7.16 39.05 1.18 0.00 0.00 0.00

20:CM+CV+0.~ -10.64 58.02 -2.50 0.00 0.00 0.00

21:CM+CW -16.25 88.50 -11.01 0.00 0.00 0.00

22:CM +.75SZ 15.29 93.20 12.25 0.00 0.00 0.00

23:CM-0.75SZ -17.07 -83.54 -11.95 0.00 0.00 0.00

24:CM+0.75SX 17.58 104.92 9.76 0.00 0.00 0.00

25:CM-0.75SX -19.35 -95.25 -9.46 0.00 0.00 0.00

PrintTime/Date:14/11/2002 18:27 STAAD.Pro tor Windows Release 2002PrintRun9 01 16

R(j F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev25 34


JobTitlePUENTE PEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES

By JROMERO DatE!21-0ct-02 ChdFZARATE

Client IDU FilePuentetramoprinc1.std DatefTime14-Nov-2002 18:22



(kN) (kN) (kN) (MTon"m) (MTon"m) (MTon"m)

26:1"3CM +2.1' -15.39 84.00 2.13 0.00 0.00 0.00

27:1.3CM+2.17 -1.54 8.38 0.26 0.00 0.00 0.00

28:1.3CM+2.17 -6.30 34.34 1.29 0.00 0.00 0.00

29:1.3CM+2.17 -25.86 140.82 8.87 0.00 0.00 0.00

30:1.3CM+2.17 1.90 -10.41 -0.74 0.00 0.00 0.00

31 :1.3CM+2.17 -18.96 103.49 3.19 0.00 0.00 0.00

32:1.3CM +CV' -9.31 50.75 1.53 0.00 0.00 0.00

33:1.3CM+CVi -13.66 74.46 -3.07 0.00 0.00 0.00

34:1.3CM+1.0C -20.67 112.55 -13.70 0.00 0.00 0.00

35:CM+SZ 20.39 124.27 16.33 0.00 0.00 0.00

36:CM-SZ -22.76 -111.38 -15.93 0.00 0.00 0.00

37:CM+SX 23.44 139.89 13.01 0.00 0.00 0.00

38:CM-SX -25.80 -127.00 -12.62 0.00 0.00 0.00

3497 13:CM+CV1 28.88 141.72 -12.71 0.00 0.00 0.00I

I14:CM+CV2 4.45 21.81 -1.94 0.00 0.00 0.00 I

15:CM+CV3 10.95 53.71 -4.88 0.00 0.00 0.00

16:CM+CV4 18.31 89.79 -8.90 0.00 0.00 0.00

17:CM+CV5 22.82 112.11 -6.52 0.00 0.00 0.00

18:CM+CV6 10.47 51.22 -8.11 0.00 0.00 0.00

19:CM +CV+ T 20.40 100.06 -8.65 0.00 0.00 0.00

20:CM+CV+0.:: 18.16 88.80 -16.39 0.00 0.00 0.00

21:CM+CW -12.93 -64.47 -22.29 0.00 0.00 0.00

22:CM +.75SZ 25.14 122.69 26.43 0.00 0.00 0.00

23:CM-0.75SZ -18.47 -89.97 -29.34 0.00 0.00 0.00

24:CM+0.75SX 23.65 116.30 5.58 0.00 0.00 0.00

25:CM-0.75SX -16.97 -83.58 -8.48 0.00 0.00 0.00

26:1.3CM +2.1' 58.83 288.68 -25.90 0.00 0.00 0.00

27:1.3CM+2.17 5.78 28.36 -2.52 0.00 0.00 0.00

28:1.3CM+2.17 19.90 97.59 -8.90 0.00 0.00 0.00 I

29:1.3CM+2.17 35.87 175.93 -17.63 0.00 0.00 0.00

30:1.3CM+2.17 45.67 224.38 -12.48 0.00 0.00 0.00

31 :1.3CM+2.17 18.85 92.20 -15.92 0.00 0.00 0.00

32:1.3CM +CV' 26.83 131.62 -11.39 0.00 0.00 0.00

33:1.3CM+CVi 24.03 117.55 -21.07 0.00 0.00 0.00

34:1.3CM+1.0C -14.83 -74.04 -28.44 0.00 0.00 0.00

35:CM+SZ 33.52 163.59 35.24 0.00 0.00 0.00

36:CM-SZ -24.62 -119.96 -39.12 0.00 0.00 0.00

37:CM+SX 31.53 155.06 7.44 0.00 0.00 0.00

38:CM-SX -22.63 -111.44 -11.31 0.00 0.00 0.00

PrintTime/Date:14/11/2002 18:27 STAAD.Pro for Windows Release 2002 PrintRun10 ef16

lI(j F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev26 35

Soltwareficensedto F.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL

JobTitle PUENTE PEATONAL CAD NORTE! REVISION ESTRUCTURA METALlCA Rel TABLERO 2.40 m LIBRES

By JROMERO DatEl21-0ct-02 Chd FZARATE

Client IDU File Puentetramoprinc1.std DatefTirne14-Nov-200218:22

Reactians Cant ...Horizontal Vertical Horizontal Moment



3499 13:CM+CV1 36.86 180.88 16.84 0.00 0.00 0.00

14:CM+CV2 5.47 26.84 2.48 0.00 0.00 0.00

15:CM+CV3 13.91 68.28 6.33 0.00 0.00 0.00

16:CM+CV4 24.39 119.71 10.46 0.00 0.00 0.00

17:CM+CV5 15.09 73.94 7.86 0.00 0.00 0.00I

18:CM+CV6 27.19 133.53 11.44 0.00 0.00 0.00

19:CM +CV+ T 26.19 128.52 11.33 0.00 0.00 0.00

20:CM+CV+0.2 34.48 169.48 9.37 0.00 0.00 0.00

21:CM+CW 21.01 104.05 -11.70 0.00 0.00 0.00

22:CM +.75SZ 25.94 126.65 20.70 0.00 0.00 0.00

23:CM-0.75SZ -17.74 -86.39 -16.97 0.00 0.00 0.00

24:CM+0.75SX 27.98 137.02 14.35 0.00 0.00 0.00

25:CM-0.75SX -19.78 -96.76 -10.62 0.00 0.00 0.00

26:1.3CM +2.1' 75.27 369.32 34.40 0.00 0.00 0.00

27:1.3CM+2.17 7.11 34.90 3.23 0.00 0.00 0.00

28:1.3CM+2.17 25.44 124.86 11.59 0.00 0.00 0.00

29: 1.3CM+2.17 48.19 236.50 20.55 0.00 0.00 0.00

30:1.3CM+2.17 28.00 137.15 14.89 0.00 0.00 0.00

\31 :1.3CM+2.17 54.26 266.51 22.67 0.00 0.00 0.00

32:1.3CM +CV' 34.37 168.71 14.91 0.00 0.00 0.00

33:1.3CM+CV-+ 44.74 219.90 12.46 0.00 0.00 0.00

34:1.3CM+1.0C 27.90 138.12 -13.87 0.00 0.00 0.00

35:CM+SZ 34.59 168.87 27.60 0.00 0.00 0.00

36:CM-SZ -23.65 -115.18 -22.63 0.00 0.00 0.00

37:CM+SX 37.31 182.70 19.13 0.00 0.00 0.00

38:CM-SX -26.38 -129.01 -14.16 0.00 0.00 0.00

3504 13:CM+CV1 0.02 101.16 0.17 0.00 0.00 0.00

14:CM+CV2 0.01 15.10 0.03 0.00 0.00 0.00

15:CM+CV3 0.01 89.86 -0.09 0.00 0.00 0.00

16:CM+CV4 0.00 15.37 -0.11 0.00 0.00 0.00

17:CM+CV5 0.76 82.20 0.07 0.00 0.00 0.00

18:CM+CV6 -0.74 34.03 0.14 0.00 0.00 0.00

19:CM +CV+T -0.01 82.45 5.08 0.00 0.00 0.00

20:CM+CV+0.2 -0.26 71.23 -4.88 0.00 0.00 0.00

21:CM+CW -0.90 -20.24 -16.72 0.00 0.00 0.00

22:CM +.75SZ 1.12 45.51 20.93 0.00 0.00 0.00

23:CM-0.75SZ -1.11 -22.86 -20.89 0.00 0.00 0.00

24:CM+0.75SX 0.06 32.33 '1.09 0.00 0.00 0.00

25:CM-0.75SX -0.05 -9.68 -1.05 0.00 0.00 0.00

PrintTimelDate:14/11/2002 18:27 STAAD.Pro for Windows Release 2002 PnntRun11 0116

R<l F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

27 36


JobTitle PUENTE PEATONAL CAD NORTEI REVISION ESTRUCTURA METALlCA RelTABLERO 2.40 m LIBRES


Client IDU File Puentetramoprinc1.std Datefrime14-Nov-2002 18:22



(kN) (kN) (kN) (MTon'm) (MTon'm) (MTon'm)

26:1.3CM +2.1' 0.03 206.46 0.35 0.00 0.00 0.00

27:1.3CM+2.17 0.01 19.63 0.04 0.00 0.00 0.00

28:1.3CM+2.17 0.01 181.94 -0.23 0.00 0.00 0.00

29: 1.3CM+2.17 0.01 20.22 -0.27 0.00 0.00 0.00

30:1.3CM+2.17 1.65 165.31 0.12 0.00 0.00 0.00

31 :1.3CM+2.17 -1.61 60.74 0.27 0.00 0.00 0.00

32:1.3CM +CV' -0.01 107.59 6.35 0.00 0.00 0.00

33:1.3CM+CV-+ -0.32 93.57 -6.10 0.00 0.00 0.00

34:1.3CM+1.0C -1.12 -20.77 -20.89 0.00 0.00 0.00

35:CM+SZ 1.49 60.68 27.91 0.00 0.00 0.00

36:CM-SZ -1.48 -30.48 -27.85 0.00 0.00 0.00

37:CM+SX 0.08 43.11 1.45 0.00 0.00 0.00

38:CM-SX -0.07 -12.91 -1.39 0.00 0.00 0.00

3507 13:CM+CV1 -0.02 101.42 0.14 0.00 0.00 0.00

14:CM+CV2 -0.01 15.59 0.01 0.00 0.00 0.00 I

15:CM+CV3 -0.01 90.72 -0.10 0.00 0.00 0.00!I

16:CM+CV4 -0.00 16.33 -0.13 0.00 0.00 0.00

17:CM+CV5 -0.76 34.41 0.03 0.00 0.00 0.00

18:CM+CV6 0.74 82.57 0.13 0.00 0.00 0.00

19:CM +CV+T 0.01 82.90 -4.99 0.00 0.00 0.00

20:CM+CV+0.:: 0.26 90.82 -4.91 0.00 0.00 0.00

21:CM+CW 0.90 44.75 -16.74 0.00 0.00 0.00

22:CM +.75SZ 1.11 45.43 20.94 0.00 0.00 0.00

23:CM-0.75SZ -1.12 -22.04 -20.92 0.00 0.00 0.00

24:CM+0.75SX 0.05 32.77 1.08 0.00 0.00 0.00

25:CM-0.75SX -0.06 -9.38 -1.06 0.00 0.00 0.00

26:1.3CM +2.1' -0.03 206.59 0.29 0.00 0.00 0.00

27: 1.3CM+2.17 -0.01 20.27 0.02 0.00 0.00 0.00

28:1.3CM+2.17 -0.01 183.38 -0.23 0.00 0.00 0.00

29:1.3CM+2.17 -0.01 21.88 -0.29 0.00 0.00 0.00

30: 1.3CM+2.17 -1.65 61.13 0.05 0.00 0.00 0.00

\31 :1.3CM+2.17 1.61 165.69 0.26 0.00 0.00 0.00

32:1.3CM +CV· 0.01 108.31 -6.23 0.00 0.00 0.00

33:1.3CM+CV-+ 0.32 118.20 -6.14 0.00 0.00 0.00

34:1.3CM+1.0C 1.12 60.62 -20.92 0.00 0.00 0.00

35:CM+SZ 1.48 60.58 27.92 0.00 0.00 0.00

36:CM-SZ -1.49 -29.39 -27.90 0.00 0.00 0.00

37:CM+SX 0.07 43.70 1.44 0.00 0.00 0.00

38:CM-SX -0.08 -12.51 -1.41 0.00 0.00 0.00

PrintTime/Date:14/1112002 18:27 STAAD.Pro for Windows Release 2002 PnntRun120116

R(l F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

28 37

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALESPartTRAMO PRINCIPAL

JobTitle PUENTE PEATONAL CAD NORTEI REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES

By JROMERO Dat"21-0ct-02 ChdFZARATE

Client IDU File Puentetramoprinc1.std Datemnne14-Nov-200218:22

Reactions Cont ...Horizontal Vertical Horizontal Moment



3553 13:CM+CV1 -28.02 101.09 -0.17 0.00 0.00 0.00

14:CM+CV2 -4.49 16.21 -0.02 0.00 0.00 0.00

15:CM+CV3 -20.17 72.76 -0.09 0.00 0.00 0.00

16:CM+CV4 -13.47 48.63 -0.08 0.00 0.00 0.00

17:CM+CV5 -26.04 93.71 -0.16 0.00 0.00 0.00

18:CM+CV6 -6.34 23.11 -0.03 0.00 0.00 0.00

19:CM +CV+ T -41.14 148.39 -1.37 0.00 0.00 0.00

20:CM+CV+0.2 -19.54 70.90 -2.76 0.00 0.00 0.00

21:CM+CW 5.99 -20.27 -8.77 0.00 0.00 0.00

22:CM +.75SZ 10.56 60.39 14.00 0.00 0.00 0.00

23:CM-0.75SZ -17.30 -36.07 -14.03 0.00 0.00 0.00

24:CM+0.75SX 36.48 155.75 1.03 0.00 0.00 0.00

25:CM-0.75SX -43.22 -131.43 -1.07 0.00 0.00 0.00

26:1.3CM +2.1' -56.91 205.34 -0.35 0.00 0.00 0.00

27:1.3CM+2.17 -5.84 21.08 -0.03 0.00 0.00 0.00

28:1.3CM+2.17 -39.88 143.85 -0.17 0.00 0.00 0.00

29:1.3CM+2.17 -25.34 91.46 -0.16 0.00 0.00 0.00

30:1.3CM+2.17 -52.62 189.32 -0.34 0.00 0.00 0.00

31 :1.3CM+2.17 -9.85 36.06 -0.04 0.00 0.00 0.00

32:1.3CM +CV· -52.78 190.35 -1.72 0.00 0.00 0.00

33:1.3CM+CV-+ -25.77 93.49 -3.46 0.00 0.00 0.00

34:1.3CM+1.0C 6.14 -20.47 -10.97 0.00 0.00 0.00

35:CM+SZ 14.08 80.52 18.66 0.00 0.00 0.00

36:CM-SZ -23.06 -48.10 -18.71 0.00 0.00 0.00\

37:CM+SX 48.64 207.66 1.38 0.00 0.00 0.00

38:CM-SX -57.63 -175.24 -1.42 0.00 0.00 0.00

3556 13:CM+CV1 -28.09 101.14 -0.20 0.00 0.00 0.00

14:CM+CV2 -3.92 14.11 -0.03 0.00 0.00 0,00

15:CM+CV3 -19.78 71.26 -0.07 0.00 0.00 0.00

16:CM+CV4 -13.33 47.96 -0.16 0.00 0.00 0.00

17:CM+CV5 -5.69 20.65 -0.18 0.00 0.00 0.00

18:CM+CV6 -26.19 94.15 -0.05 0.00 0.00 0.00

19:CM +CV+T -41.17 148.30 1.10 0.00 0.00 0.00

20:CM+CV+0.2 -25.28 90.66 -2.79 0.00 0.00 0.00

21:CM+CW -12.52 43.80 -8.80 0.00 0.00 0.00

22:CM +.75SZ 11.76 61.63 14.02 0.00 0.00 0.00

23:CM-0.75SZ -17.64 -40.45 -14.07 0.00 0.00 0.00

24:CM+0.75SX 35.33 148.58 0.77 0.00 0.00 0.00

25:CM-0.75SX -41.21 -127.41 -0.82 0.00 0.00 0.00

--PrintTime/Date:14/11/2002 18:27 STAAD.Pro tor Windows Release 2002

PrinlRun13 of 16


Softwarelicensedto F.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL

JobTitle PUENTE PEATONAL CAD NORTEI REVISION ESTRUCTURA METALlCA RefTABLERO 2.40 m LIBRES

By JROMERO DatEl21-0ct-02 CM FZARATEClient IDU File Puentetramoprinc1.std DatefTime14-Nov-2002 18:22


Node L/C FX FY FZ .MX MY MZ(kN) (kN) (kN) (MTon-m) (MTon-m) (MTon-m)

26:1.3CM +2.1' -57.56 207.28 -0.41 0.00 0.00 0.0027:1.3CM+2.17 -5.10 18.35 -0.05 0.00 0.00 0.0028: 1.3CM+2.17 -39.53 142.41 -0.12 0.00 0.00 0.0029:1.3CM+2.17 -25.51 91.83 -0.31 0.00 0.00 0.0030:1.3CM+2.17 -8.93 32.54 -0.36 0.00 0.00 0.0031 :1.3CM+2.17 -53.45 192.10 -0.08 0.00 0.00 0.0032:1.3CM +CV· -52.63 189.61 1.37 0.00 0.00 0.0033:1.3CM+CV-+ -32.78 117.56 -3.50 0.00 0.00 0.0034:1.3CM+1.0C -16.82 58.98 -11.01 0.00 0.00 0.0035:CM+SZ 15.68 82.17 18.70 0.00 0.00 0.0036:CM-SZ -23.52 -53.94 -18.76 0.00 0.00 0.0037:CM+SX 47.11 198.11 1.03 0.00 0.00 0.0038:CM-SX -54.95 -169.88 -1.10 0.00 0.00 0.00

3605 13:CM+CV1 -0.13 103.20 2.05 0.00 0.00 0.0014:CM+CV2 -0.02 15.40 0.30 0.00 0.00 0.0015:CM+CV3 -0.08 72.69 1.46 0.00 0.00 0.00

I

16:CM+CV4 -0.10 78.67 1.70 0.00 0.00 0.0017:CM+CV5 0.01 81.87 1.18 0.00 0.00 0.0018:CM+CV6 -0.16 36.75 1.18 0.00 0.00 0.00

19:CM +CV+T -0.05 72.94 1.32 0.00 0.00 0.0020:CM+CV+0.:: -0.11 55.22 -3.20 0.00 0.00 0.0021:CM+CW -0.04 -78.83 -15.91 0.00 0.00 0.0022:CM +.75SZ 0.16 149.91 24.47 0.00 0.00 0.0023:CM-0.75SZ -0.19 -126.81 -24.01 0.00 0.00 0.00

24:CM+0.75SX -0.00 21.07 1.53 0.00 0.00 0.00

25:CM-0.75SX -0.03 2.03 -1.07 0.00 0.00 0.0026:1.3CM +2.1' -0.27 210.64 4.19 0.00 0.00 0.0027:1.3CM+2.17 -0.02 20.02 0.40 0.00 0.00 0.0028:1.3CM+2.17 -0.15 144.39 2.91 0.00 0.00 0.00

29:1.3CM+2.17 -0.20 157.37 3.42 0.00 0.00 0.00

30:1.3CM+2.17 0.04 164.33 2.29 0.00 0.00 0.00

31 :1.3CM+2.17 -0.33 66.38 2.31 0.00 0.00 0.00

32:1.3CM +CV· -0.07 95.80 1.74 0.00 0.00 0.0033:1.3CM+CV-+ -0.15 73.64 -3.91 0.00 0.00 0.00

34:1.3CM+1.0C -0.05 -93.91 -19.79 0.00 0.00 0.00

35:CM+SZ 0.21 199.89 32.63 0.00 0.00 0.00

36:CM-SZ -0.25 -169.08 -32.02 0.00 0.00 0.00

37:CM+SX -0.00 28.09 2.04 0.00 0.00 0.00

38:CM-SX -0.04 2.71 -1.43 0.00 0.00 0.00

PrintTime/Date:14/11/2002 18:27 STAAD.Pro tor Windows Release 2002 PrintRun14 of 16

~ F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev30 39

Softwarelicensedto F.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL

JobTitle PUENTE PEATONAL CAD NORTEI REVISION ESTRUCTURA METALlCA Rel TABLERO 2.40 m LIBRES

By JROMERO Date:21-0ct-02 ChdFZARATE

Client IDU File Puentetramoprinc1.std DatelTime14-Nov-2002 18:22


Node UC FX FY FZ MX MY MZ(kN) (kN) (kN) (MTon'm) (MTon'm) (MTon'm)

3606 13:CM+CV1 0.13 107.73 1.57 0.00 0.00 0.0014:CM+CV2 0.02 15.98 0.23 0.00 0.00 0.0015:CM+CV3 0.08 78.07 1.16 0.00 0.00 0.0016:CM+CV4 0.10 84.81 1.37 0.00 0.00 0.0017:CM+CV5 -0.01 35.83 0.90 0.00 0.00 0.0018:CM+CV6 0.16 87.96 0.90 0.00 0.00 0.0019:CM +CV+ T 0.05 72.31 0.91 0.00 0.00 0.00

20:CM+CV+0.2 0.11 113.46 -3.59 0.00 0.00 0.0021:CM+CW 0.04 103.68 -15.96 0.00 0.00 0.00

22:CM +.75SZ 0.19 147.57 24.41 0.00 0.00 0.0023:CM-0.75SZ -0.16 -123.61 -24.06 0.00 0.00 0.0024:CM+0.75SX 0.03 26.33 1.49 0.00 0.00 0.00

25:CM-0.75SX 0.00 -2.37 -1.14 0.00 0.00 0.0026:1.3CM +2.1· 0.27 219.98 3.19 0.00 0.00 0.00

27:1.3CM+2.17 0.02 20.77 0.30 0.00 0.00 0.00

28:1.3CM+2.17 0.15 155.58 2.31 0.00 0.00 0.00

29:1.3CM+2.17 0.20 170.20 2.76 0.00 0.00 0.00

30:1.3CM+2.17 -0.04 63.88 1.75 0.00 0.00 0.00

31 :1.3CM+2.17 0.33 177.04 1.75 0.00 0.00 0.00

I32:1.3CM +CV' 0.07 95.19 1.20 0.00 0.00 0.00

33:1.3CM+CVi 0.15 146.61 -4.42 0.00 0.00 0.00

34:1.3CM+1.0C 0.05 134.39 -19.88 0.00 0.00 0.00

35:CM+SZ 0.25 196.77 32.55 0.00 0.00 0.00

36:CM-SZ -0.21 -164.81 -32.08 0.00 0.00 0.00

37:CM+SX 0.04 35.11 1.98 0.00 0.00 0.00

38:CM-SX 0.00 -3.15 -1.52 0.00 0.00 0.00

3611 13:CM+CV1 -3.16 -11.46 -0.05 0.00 0.00 0.00

14:CM+CV2 -0.53 -1.91 0.01 0.00 0.00 0.00

15:CM+CV3 1.08 3.84 -0.01 0.00 0.00 0.00

16:CM+CV4 -5.92 -21.34 -0.02 0.00 0.00 0.00

17:CM+CV5 -5.15 -18.31 0.31 0.00 0.00 0.00

18:CM+CV6 1.58 5.38 -0.35 0.00 0.00 0.00

19:CM +CV+ T -18.71 -67.37 -1.39 0.00 0.00 0.00

20:CM+CV+0.2 -2.18 -8.32 -1.89 0.00 0.00 0.00

21:CM+CW 0.75 1.29 -6.16 0.00 0.00 0.00

22:CM +.75SZ 3.03 8.99 9.06 0.00 0.00 0.00

23:CM-0.75SZ -3.83 -11.85 -9.05 0.00 0.00 0.00

24:CM+0.75SX 34.91 125.46 0.57 0.00 0.00 0.00

25:CM-0.75SX -35.70 -128.32 -0.56 0.00 0.00 0.00

.--.---PrintTimelDate:14/11/2002 18:27 STAAD.Pro tor Windows Release 2002 PnntRun150116

31 40RevJobNo SheetNoR(l F.Z. INGENIEROS ESTRUCTURALES

PartTRAMO PRINCIPALSoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALESRelTABLERO 2.40 m LIBRESJobTille PUENTE PEATONAL CAD NORTEI REVISION ESTRUCTURA METALlCABy JROMERO Dat~1-0ct-02 ChdrlARATE

Client IDU File Puentetramoprinc1.std DatefTime14-Nov-2002 18:22



(kN) (kN) (kN) (MTon-m) (MTon-m) (MTon·m)

26:1.3CM +2. f -6.40 -23.22 -0.12 0.00 0.00 0.00

27:1.3CM+2.17 -0.69 -2.48 0.01 0.00 0.00 0.00

28:1.3CM+2.17 2.81 9.99 -0.03 0.00 0.00 0.00

29:1.3CM+2.17 -12.39 -44.66 -0.05 0.00 0.00 0.00

30:1.3CM+2.17 -10.72 -38.09 0.67 0.00 0.00 0.00

31 :1.3CM+2.17 3.90 13.34 -0.78 0.00 0.00 0.00

32:1.3CM +CV· -23.55 -84.79 -1.73 0.00 0.00 0.00

33:1.3CM+CV-+ -2.88 -10.98 -2.36 0.00 0.00 0.00

34:1.3CM+1.0C 0.77 1.04 -7.70 0.00 0.00 0.00

35:CM+SZ 4.05 11.98 12.08 0.00 0.00 0.00

36:CM-SZ -5.10 -15.80 -12.06 0.00 0.00 0.00

37:CM+SX 46.55 167.28 0.76 0.00 0.00 0.00

38:CM-SX -47.60 -171.10 -0.75 0.00 0.00 0.00

3614 13:CM+CV1 -3.31 -11.80 -0.01 0.00 0.00 0.00

14:CM+CV2 -0.41 -1.45 0.01 0.00 0.00 0.00

15:CM+CV3 1.18 4.29 0.02 0.00 0.00 0.00

16:CM+CV4 -6.05 -21.67 -0.01 0.00 0.00 0.00

17:CM+CV5 1.91 6.67 0.32 0.00 0.00 0.00

18:CM+CV6 -5.51 -19.50 -0.34 0.00 0.00 0.00

19:CM +CV+ T -18.81 -67.55 1.37 0.00 0.00 0.00

20:CM+CV+0.~ -2.94 -10.08 -1.86 0.00 0.00 0.00

21:CM+CW -1.31 -3.31 -6.16 0.00 0.00 0.00

22:CM +.75SZ 3.58 10.94 9.04 0.00 0.00 0.00

23:CM-0.75SZ -4.19 -13.12 -9.03 0.00 0.00 0.00

24:CM+0.75SX 34.58 124.39 0.72 0.00 0.00 0.00

25:CM-0.75SX -35.19 -126.56 -0.71 0.00 0.00 0.00

26:1.3CM +2.1· -6.83 -24.34 -0.04 0.00 0.00 0.00

27:1.3CM+2.17 -0.53 -1.89 0.01 0.00 0.00 0.00

28:1.3CM+2.17 2.91 10.57 0.04 0.00 0.00 0.00

29:1.3CM+2.17 -12.77 -45.78 -0.03 0.00 0.00 0.00

30:1.3CM+2.17 4.51 15.73 0.70 0.00 0.00 0.00

31:1.3CM+2.17 -11.61 -41.08 -0.74 0.00 0.00 0.00

32:1.3CM +CV· -23.63 -84.87 1.71 0.00 0.00 0.00

33:1.3CM+CV-+ -3.80 -13.04 -2.32 0.00 0.00 0.00

34:1.3CM+1.0C -1.76 -4.57 -7.70 0.00 0.00 0.00

35:CM+SZ 4.77 14.59 12.06 0.00 0.00 0.00

36:CM-SZ -5.58 -17.49 -12.04 0.00 0.00 0.00

37:CM+SX 46.10 165.85 0.96 0.00 0.00 0.00

38:CM-SX -46.92 -168.75 -0.94 0.00 0.00 0.00

PrintRun160116STAAD.Pro tor Windows Release 2002PrintTime/Date:14/11/2002 18:27

41PEATONAL PEATONAL CAD NORTE - - PAGE NO. 43

CALCULATED FREQUENCIES FOR LOAD CASE 11

MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC) ACCURACY

1 3.009 0.33233 3.181E-162 3.335 0.29982 7.766E-163 3.426 0.29Ú7 1.227E-164 3.798 0.26328 7.985E-165 4.024 0.24851 O.OOOE+OO6 4.331 0.23091 3.071E-167 4.391 0.22772 O.OOOE+OO8 5.195 0.19249 2.134E-169 5.580 0.17921 5.549E-16

10 6.212 0.16099 4.478E-1611 6.320 0.15822 2.884E-1612 6.754 0.14807 7.576E-1613 7.355 0.13596 2.129E-1614 7.392 0.13527 O.OOOE+OO15 7.770 0.12869 3.816E-1616 8.103 0.123.41 1.754E-1617 8.856 0.11292 3.175E-1318 9.211 0.10856 9.418E-1319 9.363 0.10680 2.281E-1220 9.760 0.10246 4.488E-1021 9.894 0.10108 4.108E-0922 10.278 0.09730 5.425E-0923 10.402 0.09614 1.497E-0924 10.895 0.09178 2.181E-0825 11.311 0.08841 3.851E-07

11(1 F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

1 42

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALESPar1RAMPACENTRAL

JobTitlePUENTEPEATONAL CAD NORTERelTABLERO 2.4 m LIBRES

By JRB Datll21-0ct-02 ChdFZL

Client IDUFileRampacentral.std IDatefTime14--Nov-200214:57

Job InformationEngineer Checked Approved

Name: JRB FZL

Date: 21-0ct-02 22-0ct-02

IStructure Type I SPACE FRAME INumber of Nodes l 456 Highest Node 1687\

Number of Elements 1 944 Highest Beam I 3860 \

Number of Basic Load Cases I 12

Number of Combination Load Cases I 26

Included in this e.rintout are data for:I AII I The Whole Structure IIncluded in this printout are results for load cases:

Type UC Name

Combination 13 CM+CV1






Combination 19 CM+CV+TEM

Combination 20 CM+CV+0.3CW

Combination 21 CM+CW

Combination 22 CM +.75SZ

Combination 23 CM-0.75SZ

Combination 24 CM+0.75SX

Combination 25 CM-0.75SX

Combination 26 1.3CM +2.171 CV

Combination 27 1.3CM+2.171 CV2



Combination 30 1.3CM+2.171CV5


Combination 32 1.3CM +CV+ TEM

Combination 33 1.3CM+CV+0.3CW~.

Combination 34 1.3CM+1.0CW

Combination 35 CM+SZ

Combination 36 CM-SZPrintRun1 01 .

PrintTime/Date:14/11/2002 15:06STAAD.Pro tor Windows Release 2002

R(j F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

2 43

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALESPartRAMPACENTRAL

JobTillePUENTEPEATONAL CAD NORTE RefTABLERO 2.4 m LIBRES

By JRB Dat"21-0ct-02 ChdFZL

Client IDUFileRampacentral.std IDatefTime14-Nov-200214:57

Job Information Cont ...Type UC Name

Combination 37 CM+SX

Combination 38 CM-SX

Basic Load CasesNumber Name

1 CP CARGA PERMANENTE

2 CVG CARGA VIVA GENERAL

3 CVP CARGA VIVA LUZ POSITIVA

4 CVCI CARGA VIVA COSTADO Iza

5 CVAI CARGA VIVA APOYO INTERMEDIO

6 CVLI CARGA VIVA LADO Iza

7 CVLD CARGA VIVA LADO DER

8 WL CARGA VIENTO LATERAL BARANDJ

9 WLB CARGA LATERAL BARANDA

10 TEMPERATURE11 SISMOZ12 SISMO ENX

Combination Load CasesCombo Combination UC Name Primary Primary UC Name Factor





4 CVCI CARGA VIVA COSTADO Iza LOO16 CM+CV4 1 CP CARGA PERMANENTE 1.00

5 CVAI CARGA VIVA APOYO INTERMEDIO 1.00


6 CVLI CARGA VIVA LADO Iza 1.00



19 CM +CV+ TEM 1 CP CARGA PERMANENTE 0.80


10 TEMPERATURE 0.80

20 CM+CV+0.3CW 1 CP CARGA PERMANENTE 0.80


.8 WL CARGA VIENTO LATERAL BARANDJ 0.24

PrintTime/Date:14/1112002 15:06 STAAD.Pro tor WindowsRelease2002 PrintRun2 01 11

Documents

~ F.Z.INGENIEROS ESTRUCTURALES JobNo SheetNo Rev 1 21 · R(] F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo 23 Rev 3 SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartTRAMO PRINCIPAL