f.z. ingenieros estructurales 3 44€¦ · 28 1.3cm+2.171 cv3 1 cp carga permanente 1.30 4 cvci...

R(l F.Z. INGENIEROS ESTRUCTURALES JobNo SheelNo3 44 Rev

SoftwarelicensedloF.Z.INGENIEROSESTRUCTURALES PartRAMPACENTRALJobTitlePUENTE PEATONAL CAD NORTE

RefTABLERO 2.4 m LIBRES

By JRB Dale:21-0ct-02 ChdFZLClienl IDU FileRampacentral.std IDalefTime14-Nov-200214:57

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

21 CM+CW 1 CP CARGA PERMANENTE 0.808 WL CARGA VIENTO LATERAL BARANDJ 0.80

22 CM +.75SZ 1 CP CARGA PERMANENTE 0.7511 SISMOZ 0.75

23 CM-0.75SZ 1 CP CARGA PERMANENTE 0.7511 SISMOZ -0.75

24 CM+0.75SX 1 CP CARGA PERMANENTE 0.7512 SISMOENX 0.75

25 CM-0.75SX 1 CP CARGA PERMANENTE 0.7512 SISMO ENX -0.75

26 1.3CM +2.171 CV 1 CP CARGA PERMANENTE 1.30.-2 CVG CARGA VIVA GENERAL 2.1727 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 2.1729 1.3CM+2.171CV4 1 CP CARGA PERMANENTE 1.30

5 CVAI CARGA VIVA APOYO INTERMEDIO 2.1730 1.3CM+2.171 CV5 1 CP CARGA PERMANENTE 1.30

6 CVLI CARGA VIVA LADO IZQ 2.1731 1.3CM+2.171 CV6 1 CP CARGA PERMANENTE 1.30 I

7 CVLD CARGA VIVA LADO DER ~.1732 1.3CM +CV+ TEM 1 CP CARGA PERMANENTE 1.30

2 CVG CARGA VIVA GENERAL 1.0010 TEMPERATURE 1.00

33 1.3CM+CV+0.3CW 1 CP CARGA PERMANENTE 1.302 CVG CARGA VIVA GENERAL 1.008 WL CARGA VIENTO LATERAL BARANDJ 0.30

..-34 1.3CM+1.0CW 1 CP CARGA PERMANENTE 1.308 WL CARGA VIENTO LATERAL BARANDJ 1.00

35 CM+SZ 1 CP CARGA PERMANENTE 1.0011 SISMOZ 1.00

36 CM-SZ 1 CP CARGA PERMANENTE 1.0011 SISMOZ -1.00

37 CM+SX 1 CP CARGA PERMANENTE 1.0012 SISMO ENX 1.00

38 CM-SX 1 CP CARGA PERMANENTE 1.0012 SISMOENX -1.00

PrinlTime/Date:14/1112002 15:06 STAAD.Pro tor Windows Release 2002 PrintRun3 of11

R(l F.Z. INGENIEROS ESTRUCTURALESRevSheelNoJobNo

4 45

Soltwarelicensedlo F.Z.INGENIEROSESTRUCTURALES Par1RAMPA CENTRAL

JobTitle PUENTE PEATONAL CAD NORTE Rel TABLERO 2.4 m LIBRES

Dale:21-0ct-02 ChdFZLBy JRB

Chenl IDU File Rampacentral.std DalefTime14-Nov-2002 14:57

1667

NUMERA ClaN DE LOS NUDOS DE APOYO

PrinlTime/Dale:14/1112002 15:06 STAAD.Pre fer Windows Release 2002 PrinlRun4 01 11

11(\ F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

5 46

Softwarelicensedto F.Z.INGENIEROSESTRUCTURALESPartRAMPA CENTRAL

JobTitie PUENTE PEATONAL CAD NORTERel TABLERO 2.4 m LIBRES

By JRB DatEl21-0ct-02 Chd FZL

Client IDUFile Rampacentral.std DatefTime14-Nev-200214:57

ReactionsHorizontal Vertical Horizontal Moment

Node UC FX FY FZ MX MY MZ

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

1282 13:CM+CV1 0.78 5.97 -0.26 0.00 0.00 0.00

14:CM+CV2 0.95 6.88 -0.24 0.00 0.00 0.00

15:CM+CV3 2.05 12.90 -0.62 0.00 0.00 0.00

16:CM+CV4 -1.01 -3.82 0.32 0.00 0.00 0.00

17:CM+CV5 -0.43 -0.86 -1.19 0.00 0.00 0.00

18:CM+CV6 2.16 13.72 0.69 0.00 0.00 0.00

19:CM +CV+ T -3.26 -16.47 1.57 0.00 0.00 0.00

20:CM+CV+0.2 -1.38 -6.56 -2.06 0.00 0.00 0.00

21:CM+CW -5.92 -32.30 -6.38 0.00 0.00 0.00

22:CM +.75SZ 3.71 22.17 2.78 0.00 0.00 0.00

23:CM-0.75SZ -2.29 -11.85 -3.14 0.00 0.00 0.00

24:CM+0.75SX 1.10 7.30 -0.08 0.00 0.00 0.00

25:CM-0.75SX 0.32 3.02 -0.28 0.00 0.00 0.00

26:1.3CM +2.1' 0.86 6.97 -0.35 0.00 0.00 0.00

27:1.3CM+2.17 1.23 8.95 -0.31 0.00 0.00 0.00

28:1.3CM+2.17 3.62 22.01 -1.13 0.00 0.00 0.00

29:1.3CM+2.17 -3.02 -14.28 0.91 0.00 0.00 0.00

30:1.3CM+2.17 -1.77 -7.87 -2.37 0.00 0.00 0.00

31:1.3CM+2.17 3.86 23.79 1.71 0.00 0.00 0.00

32:1.3CM +CV· -3.79 -18.53 1.89 0.00 0.00 0.00

33:1.3CM+CV-+ -1.44 -6.14 -2.65 0.00 0.00 0.00

34:1.3CM+1.0C -7.12 -38.31 -8.05 0.00 0.00 0.00

35:CM+SZ 4.95 29.56 3.71 0.00 0.00 0.00

36:CM-SZ -3.05 -15.80 -4.19 0.00 0.00 0.00

37:CM+SX 1.47 9.74 -0.11 0.00 0.00 0.00

38:CM-SX 0.43 4.03 -0.37 0.00 0.00 0.00

1284 13:CM+CV1 1.02 7.26 0.04 0.00 0.00 0.00

14:CM+CV2 1.10 7.71 0.18 0.00 0.00 0.00

15:CM+CV3 2.28 14.12 0.45 0.00 0.00 0.00

16:CM+CV4 -0.84 -2.91 -0.44 0.00 0.00 0.00

17:CM+CV5 2.34 14.66 -0.83 0.00 0.00 0.00

18:CM+CV6 -0.21 0.31 1.06 0.00 0.00 0.00

19:CM +CV+ T -3.33 -16.82 -1.41 0.00 0.00 0.00

20:CM+CV+0.2 2.81 17.09 -1.82 0.00 0.00 0.00

21:CM+CW 7.53 43.78 -6.05 0.00 0.00 0.00

22:CM +.75SZ 3.82 22.75 3.10 0.00 0.00 0.00

23:CM-0.75SZ -2.17 -11.19 -2.83 0.00 0.00 0.00

24:CM+0.75SX 1.18 7.73 0.27 0.00 0.00 0.00

25:CM-0.75SX 0.47 3.83 0.00 0.00 0.00 0.00

PrintRun5 01

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

~ F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev6 47

Soltwarelicensedto F.Z.INGENIEROSESTRUCTURALES PartRAMPA CENTRALJobTitle PUENTE PEATONAL CAD NORTE Rel TABLERO 2.4 m LIBRES

By JRB DatE!21-0ct-02 Chd FZLClient IDU File Rampacentral.std DatefTime14-Nov-2002 14:57

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' 1.26 9.05 -0.06 0.00 0.00 0.0027:1.3CM+2.17 1.43 10.02 0.24 0.00 0.00 0.0028:1.3CM+2.17 3.98 23.94 0.82 0.00 0.00 0.0029:1.3CM+2.17 -2.78 -13.03 -1.12 0.00 0.00 0.0030:1.3CM+2.17 4.11 25.12 -1.96 0.00 0.00 0.0031 :1.3CM+2.17 -1.42 -6.05 2.14 0.00 0.00 0.0032:1.3CM +CV' -3.83 -18.71 -1.70 0.00 0.00 0.0033:1.3CM+CV-+ 3.84 23.68 -2.22 0.00 0.00 0.0034:1.3CM+1.0C 9.74 57.04 -7.50 0.00 0.00 0.0035:CM+SZ 5.09 30.34 4.14 0.00 0.00 0.0036:CM-SZ -2.89 -14.92 -3.77 0.00 0.00 0.0037:CM+SX 1.58 10.31 0.36 0.00 0.00 0.0038:CM-SX 0.63 5.11 0.01 0.00 0.00 0.00

1292 13:CM+CV1 -54.05 122.44 -6.84 0.00 0.00 0.0014:CM+CV2 -19.16 44.52 -2.39 0.00 0.00 0.0015:CM+CV3 -48.70 110.49 -6.16 0.00 0.00 0.0016:CM+CV4 -28.58 65.56 -3.59 0.00 0.00 0.0017:CM+CV5 -26.70 61.31 -3.84 0.00 0.00 0.0018:CM+CV6 -46.50 105.66 -5.39 0.00 0.00 0.0019:CM +CV+T -55.70 125.81 -6.95 0.00 0.00 0.0020:CM+CV+0.:: -34.84 79.23 -8.10 0.00 0.00 0.0021:CM+CW 12.68 -26.78 -10.67 0.00 0.00 0.0022:CM +.75SZ 0.76 67.08 3.15 0.00 0.00 0.0023:CM-0.75SZ -29.49 -0.30 -6.73 0.00 0.00 0.0024:CM+0.75SX -12.88 36.72 -1.59 0.00 0.00 0.0025:CM-0.75SX -15.86 30.06 -1.99 0.00 0.00 0.0026:1.3CM +2.1' -100.66 227.04 -12.77 0.00 0.00 0.0027:1.3CM+2.17 -24.91 57.88 -3.11 0.00 0.00 0.0028: 1.3CM+2.17 -89.04 201.10 -11.29 0.00 0.00 0.0029:1.3CM+2.17 -45.36 103.55 -5.72 0.00 0.00 0.0030:1.3CM+2.17 -41.29 94.32 -6.25 0.00 0.00 0.0031 :1.3CM+2.17 -84.27 190.60 -9.62 0.00 0.00 0.0032:1.3CM +CV' -75.37 170.62 -9.41 0.00 0.00 0.0033:1.3CM+CV-+ -49.29 112.40 -10.84 0.00 0.00 0.0034:1.3CM+1.0C 10.11 -20.12 -14.05 0.00 0.00 0.0035:CM+SZ 1.01 89.44 4.20 0.00 0.00 0.0036:CM-SZ -39.33 -0.39 -8.98 0.00 0.00 0.0037:CM+SX -17.17 48.96 -2.13 0.00 0.00 0.0038:CM-SX -21.15 40.09 -2.65 0.00 0.00 0.00

-PontTime/Dale:14/111200215:06 STAAD.Pro tor Windows Release 2002 PnntRun6 01 11

R(j F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo Rev

7 48

Softwarelicensedto F.Z.INGENIEROSESTRUCTURALES ParlRAMPA CENTRAL

JobTille PUENTE PEATONAL CAD NORTE RefTABLERO 2.4 m LIBRES

By JRB Dat~1-0ct-02 ChdFZL

Client IDU File Rampacentral.std DatefTime14-Nov-2002 14:57

Reactions Cant...Horizontal Vertical Horizontal Moment


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

1294 13:CM+CV1 -54.07 122.52 6.99 0.00 0.00 0.00

14:CM+CV2 -19.23 44.71 2.43 0.00 0.00 0.00

15:CM+CV3 -48.73 110.58 6.28 0.00 0.00 0.00

16:CM+CV4 -28.59 65.61 3.67 0.00 0.00 0.00

17:CM+CV5 -46.62 105.94 5.50 0.00 0.00 0.00

18:CM+CV6 -26.68 61.28 3.93 0.00 0.00 0.00

19:CM +CV+ T -55.82 126.04 6.76 0.00 0.00 0.00

20:CM+CV+0.2 -51.69 116.82 2.97 0.00 0.00 0.00

21:CM+CW -43.52 98.44 -6.80 0.00 0.00 0.00

22:CM +.75SZ 0.73 67.28 6.76 0.00 0.00 0.00

23:CM-0.75SZ -29.58 -0.22 -3.11 0.00 0.00 0.00

24:CM+0.75SX -12.92 36.89 2.01 0.00 0.00 0.00

25:CM-0.75SX -15.93 30.17 1.63 0.00 0.00 0.00

26:1.3CM +2.1' -100.63 227.06 13.07 0.00 0.00 0.00

27:1.3CM+2.17 -25.00 58.12 3.16 0.00 0.00 0.00

28:1.3CM+2.17 -89.03 201.14 11.53 0.00 0.00 0.00

29:1.3CM+2.17 -45.32 103.51 5.85 0.00 0.00 0.00

30:1.3CM+2.17 -84.46 191.07 9.82 0.00 0.00 0.00

31 :1.3CM+2.17 -41.17 94.10 6.41 0.00 0.00 0.00

32:1.3CM +CV' -75.54 170.97 9.18 0.00 0.00 0.00

33:1.3CM+CV-t -70.39 159.44 4.44 0.00 0.00 0.00

34:1.3CM+1.0C -60.17 136.46 -7.77 0.00 0.00 0.00

35:CM+SZ 0.97 89.70 9.01 0.00 0.00 0.00

36:CM-SZ -39.44 -0.29 -4.15 0.00 0.00 0.00

37:CM+SX -17.22 49.19 2.69 0.00 0.00 0.00

38:CM-SX -21.24 40.22 2.17 0.00 0.00 0.00

1642 13:CM+CV1 27.37 103.37 -8.30 0.00 0.00 0.00

14:CM+CV2 10.03 38.73 -3.01 0.00 0.00 0.00

15:CM+CV3 20.15 76.46 -6.17 0.00 0.00 0.00

16:CM+CV4 22.99 87.05 -6.88 0.00 0.00 0.00

17:CM+CV5 12.43 47.42 -5.26 0.00 0.00 0.00

18:CM+CV6 24.97 94.68 -6.05 0.00 0.00 0.00

19:CM +CV+T 11.58 44.23 -3.40 0.00 0.00 0.00

20:CM+CV+0.2 16.56 62.66 -10.53 0.00 0.00 0.00

21:CM+CW -9.77 -35.82 -15.37 0.00 0.00 0.00

22:CM +.75SZ 15.29 57.97 3.60 0.00 0.00 0.00

23:CM-0.75SZ -0.24 0.12 -8.12 0.00 0.00 0.00

24:CM+0.75SX 9.03 34.65 -1.78 0.00 0.00 0.00

25:CM-0.75SX 6.02 23.44 -2.74 0.00 0.00 0.00

PrintTime/Date:14/1112002 15:06 STAAD.Pro tor Windows Release 2002 PrinlRun7 of 11

~ F.Z. INGENIEROS ESTRUCTURALES Job No Sheet No 49Rev

8

Softwarelicensed lo F.Z. INGENIEROSESTRUCTURALES PartRAMPA CENTRAL

Job Tille PUENTE PEATONAL CAD NORTE Rel TABLERO 2.4 m LIBRES

By JRB Dal~1-0ct-02 Chd FZL

Clienl IDU File Rampacentral.std DaleITime 14-Nov-2002 14:57

Reactions Cont. ..Horizontal Vertical Horizontal Moment



26:1.3CM +2.1' 50.68 190.69 -15.39 0.00 0.00 0.00

27:1.3CM+2.17 13.05 50.34 -3.91 0.00 0.00 0.0028:1.3CM+2.17 35.01 132.27 -10.77 0.00 0.00 0.00

29:1.3CM+2.17 41.17 155.25 -12.32 0.00 0.00 0.0030:1.3CM+2.17 18.25 69.22 -8.79 0.00 0.00 0.0031 :1.3CM+2.17 45.47 171.81 -10.52 0.00 0.00 0.00

32:1.3CM +CV' 17.48 66.91 -5.16 0.00 0.00 0.0033:1.3CM+CV-+ 23.71 89.94 -14.06 0.00 0.00 0.0034:1.3CM+1.0C -9.20 -33.16 -20.11 0.00 0.00 0.0035:CM+SZ 20.39 77.29 4.80 0.00 0.00 0.00

36:CM-SZ -0.32 0.16 -10.82 0.00 0.00 0.00

37:CM+SX 12.04 46.19 -2.37 0.00 0.00 0.00

38:CM-SX 8.03 31.26 -3.65 0.00 0.00 0.00

1644 13:CM+CV1 27.54 104.04 8.55 0.00 0.00 0.00

14:CM+CV2 10.08 38.93 3.10 0.00 0.00 0.00

15:CM+CV3 20.28 76.95 6.23 0.00 0.00 0.00

16:CM+CV4 22.71 86.01 7.10 0.00 0.00 0.00

17:CM+CV5 25.07 95.08 6.22 0.00 0.00 0.00

18:CM+CV6 12.55 47.89 5.43 0.00 0.00 0.00

19:CM +CV+T 11.79 45.02 3.67 0.00 0.00 0.00

20:CM+CV+0.2 27.33 103.12 2.94 0.00 0.00 0.00

21:CM+CW 25.72 97.43 -10.52 0.00 0.00 0.00

22:CM +.75SZ 15.32 58.08 8.19 0.00 0.00 0.00

23:CM-0.75SZ -0.19 0.31 -3.53 0.00 0.00 0.00

24:CM+0.75SX 9.09 34.90 2.78 0.00 0.00 0.00

25:CM-0.75SX 6.03 23.49 1.87 0.00 0.00 0.00

26:1.3CM +2.1' 51.00 191.97 15.86 0.00 0.00 0.00

27:1.3CM+2.17 13.11 50.60 4.03 0.00 0.00 0.00

28:1.3CM+2.17 35.23 133.14 10.82 0.00 0.00 0.00

29:1.3CM+2.17 40.51 152.82 12.72 0.00 0.00 0.00

30:1.3CM+2.17 45.64 172.50 10.81 0.00 0.00 0.00

31 :1.3CM+2.17 18.47 70.07 9.09 0.00 0.00 0.00

32: 1.3CM +CV' 17.76 67.95 5.52 0.00 0.00 0.00

33:1.3CM+CV-+ 37.18 140.58 4.61 0.00 0.00 0.00

34:1.3CM+1.0C 35.18 133.46 -12.22 0.00 0.00 0.00

35:CM+SZ 20.42 77.43 10.92 0.00 0.00 0.00

36:CM-SZ -0.25 0.42 -4.71 0.00 0.00 0.00

37:CM+SX 12.12 46.53 3.71 0.00 0.00 0.00

38:CM-SX 8.05 31.32 2.49 0.00 0.00 0.00

.---POni Time/Dale: 14/11/200215:06 STAAD.Pro tor Windows Release 2002 Prinl Run 8 01 11

lI(j F.Z. INGENIEROS ESTRUCTURALESJob No Sheet No 50 Rev

9

Softwarelicensedto F.Z. INGENIEROSESTRUCTURALES PartRAMPA CENTRAL"

JobTitle PUENTE PEATONAL CAD NORTE Ref TABLERO 2.4 m LIBRES

By JRB Dat"21-0ct-02 Chd FZL

Client IDU File Rampacentral.std DatefTime 14-Nov-2002 14:57


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

1650 13:CM+CV1 -34.22 118.96 -10.62 0.00 0.00 0.0014:CM+CV2 -12.33 43.65 -3.80 0.00 0.00 0.0015:CM+CV3 -9.36 33.43 -2.89 0.00 0.00 0.0016:CM+CV4 -32.72 113.80 -10.07 0.00 0.00 0.0017:CM+CV5 -16.47 57.88 -6.77 0.00 0.00 0.0018:CM+CV6 -30.07 104.72 -7.65 0.00 0.00 0.0019:CM +CV+ T -35.58 123.38 -11.04 0.00 0.00 0.0020:CM+CV+0.~ -22.26 77.42 -12.38 0.00 0.00 0.0021:CM+CW 7.18 -24.23 -16.00 0.00 0.00 0.0022:CM +.75SZ -2.47 56.07 2.56 0.00 0.00 0.0023:CM-0.75SZ -16.02 9.41 -8.26 0.00 0.00 0.0024:CM+0.75SX -7.59 38.44 -2.33 0.00 0.00 0.0025:CM-0.75SX -10.90 27.03 -3.37 0.00 0.00 0.0026:1.3CM +2.r -63.55 220.24 -19.75 0.00 0.00 0.0027:1.3CM+2.17 -16.02 56.74 -4.94 0.00 0.00 0.0028:1.3CM+2.17 -9.58 34.56 -2.97 0.00 0.00 0.0029:1.3CM+2.17 -60.29 209.05 -18.56 0.00 0.00 0.0030:1.3CM+2.17 -25.03 87.65 -11.38 0.00 0.00 0.0031 :1.3CM+2.17 -54.55 189.34 -13.30 0.00 0.00 0.0032:1.3CM +CV· -48.17 167.32 -14.94 0.00 0.00 0.0033:1.3CM+CV-+ -31.52 109.87 -16.62 0.00 0.00 0.0034:1.3CM+1.0C 5.28 -17.20 -21.14 0.00 0.00 0.0035:CM+SZ -3.29 74.75 3.41 0.00 0.00 0.0036:CM-SZ -21.36 12.54 -11.01 0.00 0.00 0.0037:CM+SX -10.11 51.26 -3.11 0.00 0.00 0.0038:CM-SX -14.54 36.04 -4.49 0.00 0.00 0.00

1652 13:CM+CV1 -34.47 119.85 10.39 0.00 0.00 0.0014:CM+CV2 -12.41 43.93 3.71 0.00 0.00 0.0015:CM+CV3 -9.53 34.05 2.86 0.00 0.00 0.0016:CM+CV4 -32.48 113.00 9.84 0.00 0.00 0.0017:CM+CV5 -30.23 105.29 7.35 0.00 0.00 0.0018:CM+CV6 -16.65 58.49 6.76 0.00 0.00 0.0019:CM +CV+ T -35.71 123.87 10.71 0.00 0.00 0.0020:CM+CV+0.~ -32.72 113.74 4.33 0.00 0.00 0.0021:CM+CW -27.08 94.67 -10.32 0.00 0.00 0.0022:CM +.75SZ -2.54 56.24 8.34 0.00 0.00 0.0023:CM-0.75SZ -16.07 9.65 -2.77 0.00 0.00 0.0024:CM+0.75SX -7.66 38.62 3.28 0.00 0.00 0.0025:CM-0.75SX -10.95 27.28 2.29 0.00 0.00 0.00

Print Time/Date:14/11/2002 15:06 STAAD.Pro tor Windows Release 2002 PrtntRun 9 of 11

R(1F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev10 51

Softwarelicensedto F,Z,INGENIEROSESTRUCTURALES PartRAMPA CENTRAL

JobTitle PUENTE PEATONAL CAD NORTE Re!TABLERO 2,4 m LIBRES

By JRB DatEl21-0ct-02 Chd FZLClient IDU File Rampacentral.std Datemme 14-Nov-2002 14:57



26:1.3CM +2.1' -64.03 221.94 19.32 0.00 0.00 0.0027:1.3CM+2.17 -16.13 57.11 4.83 0.00 0.00 0.00 '.'28:1.3CM+2.17 -9.89 35.66 2.97 0.00 0.00 0.0029:1.3CM+2.17 -59.71 207.07 18.14 0.00 0.00 0.0030:1.3CM+2.17 -54.83 190.33 12.72 0.00 0.00 0.0031:1.3CM+2.17 -25.33 88.72 11.44 0.00 0.00 0.0032:1.3CM +CV' -48.36 168.02 14.50 0.00 0.00 0.0033:1.3CM+CV-+ -44.63 155.36 6.52 0.00 0.00 0.0034:1.3CM+1.0C -37.57 131.52 -11.78 0.00 0.00 0.0035:CM+SZ -3.39 74.99 11.12 0.00 0.00 0.0036:CM-SZ -21.43 12.87 -3.69 0.00 0.00 0.0037:CM+SX -10.21 51.49 4.38 0.00 0.00 0.0038:CM-SX -14.60 36.37 3.05 0.00 0.00 0.00

1666 13:CM+CV1 60.39 106.45 -3.10 0.00 0.00 0.0014:CM+CV2 20.60 37.77 -2.55 0.00 0.00 0.0015:CM+CV3 36.01 84.07 -0.28 0.00 0.00 0.0016:CM+CV4 39.62 52.70 -4.43 0.00 0.00 0.0017:CM+CV5 25.59 52.27 -3.49 0.00 0.00 0.0018:CM+CV6 55.40 91.95 -2.16 0.00 0.00 0.0019:CM +CV+ T 83.37 89.43 7.70 0.00 0.00 0.0020:CM+CV+0.~ 41.35 81.29 -6.87 0.00 0.00 0.0021:CM+CW -6.73 17.32 -16.68 0.00 0.00 0.0022:CM +.75SZ 27.15 32.51 4.70 0.00 0.00 0.0023:CM-0.75SZ 3.74 24.14 -8.52 0.00 0.00 0.0024:CM+0.75SX 34.03 32.57 -0.81 0.00 0.00 0.0025:CM-0.75SX -3.13 24.09 -3.01 0.00 0.00 0.0026:1.3CM +2.1' 113.17 198.21 -4.51 0.00 0.00 0.0027:1.3CM+2.17 26.78 49.10 -3.31 0.00 0.00 0.0028:1.3CM+2.17 60.24 149.62 1.60 0.00 0.00 0.0029:1.3CM+2.17 68.07 81.51 -7.40 0.00 0.00 0.0030:1.3CM+2.17 37.62 80.59 -5.35 0.00 0.00 0.0031:1.3CM+2.17 102.33 166.72 -2.47 0.00 0.00 0.0032:1.3CM +CV' 110.40 123.11 8.86 0.00 0.00 0.0033:1.3CM+CV-+ 57.87 112.94 -9.35 0.00 0.00 0.0034:1.3CM+1.0C -2.23 32.98 -21.61 0.00 0.00 0.0035:CM+SZ 36.21 43.35 6.27 0.00 0.00 0.0036:CM-SZ 4.99 32.19 -11.37 0.00 0.00 0.0037:CM+SX 45.38 43.43 -1.07 0.00 0.00 0.0038:CM-SX -4.18 32.11 -4.02 0.00 0.00 0.00

PrintTime/Date:14/1112002 15:06 STAAD.Pro tor Windows Release 2002 PnntRun100111

~ F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev11 52 .

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALES Par1RAMPACENTRALJobTitlePUENTEPEATONAL CAD NORTE RefTABLERO 2.4 m LIBRES

By JRB Dat"21-0ct-02 ChdFZLCHent IDU FileRampacentral.std DatefTime14-Nov-200214:57



1667 13:CM+CV1 59.71 108.21 3.14 0.00 0.00 0.0014:CM+CV2 20.36 38.37 2.56 0.00 0.00 0.0015:CM+CV3 35.55 85.45 0.30 0.00 0.00 0.0016:CM+CV4 38.91 53.32 4.47 0.00 0.00 0.0017:CM+CV5 55.03 93.16 2.31 0.00 0.00 0.0018:CM+CV6 25.03 53.43 3.39 0.00 0.00 0.0019:CM +CV+ T 82.65 90.78 -7.60 0.00 0.00 0.0020:CM+CV+0.2 54.85 90.46 -1.85 0.00 0.00 0.0021:CM+CW 39.89 43.66 -12.50 0.00 0.00 0.0022:CM +.75SZ 27.03 32.97 8.26 0.00 0.00 0.0023:CM-0.75SZ 3.50 24.59 -4.42 0.00 0.00 0.0024:CM+0.75SX 33.61 33.02 3.07 0.00 0.00 0.0025:CM-0.75SX -3.07 24.54 0.77 0.00 0.00 0.0026:1.3CM +2.1· 111.90 201.51 4.58 0.00 0.00 0.0027:1.3CM+2.17 26.46 49.88 3.33 0.00 0.00 0.0028:1.3CM+2.17 59.44 152.09 -1.58 0.00 0.00 0.0029:1.3CM+2.17 66.75 82.34 7.48 0.00 0.00 0.0030:1.3CM+2.17 101.75 168.82 2.78 0.00 0.00 0.0031:1.3CM+2.17 36.62 82.57 5.13 0.00 0.00 0.0032:1.3CM +CV· 109.42 124.99 -8.73 0.00 0.00 0.0033:1.3CM+CV-+ 74.67 124.58 -1.55 0.00 0.00 0.0034:1.3CM+1.0C 55.97 66.09 -14.85 0.00 0.00 0.0035:CM+SZ 36.04 43.95 11.01 0.00 0.00 0.0036:CM-SZ 4.67 32.79 -5.89 0.00 0.00 0.0037:CM+SX 44.81 44.02 4.09 0.00 0.00 0.0038:CM-SX -4.10 32.72 1.03 0.00 0.00 0.00

PrintTime/Date:14/11/2002 15:06 STAAD.Pro tor WindowsRelease2002 PrinlRun11 0111


1 C:"v~

SoftwarelicensedtoF.Z. INGENIEROSESTRUCTURALES PartRAMPACOSTADOOCCIDENTAL

JobTillePUENTEPEATONAL CAD NORTE Re!TABLERO 2.4 m LIBRESBy JROMERO Dat~0-Oct-02 Ch FZARATE

Client IDU FileRampacosocci.std IDatefTime14-Nov-200213:39

Job InformationEngineer Checked "Approved

Name: JROMERO FZARATEDate: 20-0ct-02 23-0ct-02

IStructure Type I SPACE FRAME INumber of Nodes I 139 Highest Node 13071Number of Elements I 278 Highest Beam 3050 I

Number of Basic Load Cases I 121Number 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+CV2Combination 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 +2.171 CVCombination 27 1.3CM+2.171 CV2Combination 28 1.3CM+2.171 CV3Combination 29 1.3CM+2.171 CV4Combination 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

PnntTime/Date:14/11/2002 15:12 STAAD.Protor Windows Release2002 PrintRun1 017

lI(j F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo ·Rev2 5~,

SoftwarelicensedtoF.Z.INGENIEROSESTRUCTURALES ParlRAMPACOSTADO OCCIDENTAL

JobTItlePUENTEPEATONAL CAD NORTE RelTABLERO 2.4 m LIBRES

By JROMERO Date-z0-Oct-02 ChdFZARATEClient IDU FileRampacosocci.std IDateITime14-Nov-2002 13:39

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 IZO

5 CVAI CARGA VIVA APOYO INTERMEDIO

6 CVLI CARGA VIVA LADO IZO

7 CVLD CARGA VIVA LADO DER

8 WL CARGA VIENTO LATERAL BARANDJ

9 WLB CARGA LATERAL BARANDA

10 TEMPERATURE

11 SISMOZ

12 SISMO EN X

Combination Load CasesCombo Combination UC Name Primary Primary UC Name Factor

13 CM+CV1 1 CP CARGA PERMANENTE 1.00

2 CVG CARGA VIVA GENERAL í.OO14 CM+CV2 1 CP CARGA PERMANENTE 1.00


4 CVCI CARGA VIVA COSTADO IZO 1.00


5 CVAI CARGA VIVA APOYO INTERMEDIO 1.00


6 CVLI CARGA VIVA LADO IZO 1.00


7 CVLD CARGA VIVA LADO DER 1.00

19 CM +CV+TEM 1 CP CARGA PERMANENTE 0.80

2 CVG CARGA VIVA GENERAL 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:14/111200215:12 STAAD.Pro tor Windows Release 2002 PrintRun2 017

R(] F.Z. INGENIEROS ESTRUCTURALES JobNo SheelNo Rev3 &: :-

•.l;) .

SoltwarelicensedloF.Z.INGENIEROSESTRUCTURALES PartRAMPACOSTADO OCCIDENTAL

JobTillePUENTEPEATONAL CAD NORTE RelTABLERO 2.4 m LIBRES

By JROMERO DalEl20-0ct-02 ChdFZARATE

Clienl IDU FileRampacosocci.std 1DalefTime14-Nov-2002 13:39


21 CM+CW 1 CP CARGA PERMANENTE 0.80


22 CM +.75SZ 1 CP CARGA PERMANENTE 0.75

11 SISMOZ 0.75

23 CM-0.75SZ 1 CP CARGA PERMANENTE 0.75

11 SISMOZ -0.75

24 CM+0.75SX 1 CP CARGA PERMANENTE 0.75

12 SISMO EN X 0.75

25 CM-0.75SX 1 CP CARGA PERMANENTE 0.75

12 SISMO ENX -0.75

26 1.3CM +2.171CV 1 CP CARGA PERMANENTE 1.30


27 1.3CM+2.171 CV2 1 CP CARGA PERMANENTE 1.30


4 CVCI CARGA VIVA COSTADO Iza 2.17




6 CVLI CARGA VIVA LADO Iza 2.17



32 1.3CM +CV+ TEM 1 CP CARGA PERMANENTE 1.30


10 TEMPERATURE 1.00

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



34 1.3CM+1.0CW 1 CP CARGA PERMANENTE 1.30


35 CM+SZ 1 CP CARGA PERMANENTE 1.00

11 SISMOZ 1.00

36 CM-SZ 1 CP CARGA PERMANENTE 1.00

11 SISMOZ -1.00

37 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

PrinlTime/Dale:14/111200215:12 STAAD.Pro tor Windows Release 2002 PnnlRun3 01 7

R(l F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo

4 56:,>Rev

Softwarelicensedto F.Z. INGENIEROSESTRUCTURALES Par1RAMPA COSTADO OCCIDENTAL


By JROMERO DatIl20-0ct-02 Chd FZARATE

Ctient IDU File Rampacosocci.std DatefTime14-Nov-2002 13:39

NUMERACION DE LOS NUDOS DE APOYO

PrintTime/Date:14/11/2002 15:12 STAAD.Pro tor Windows Release 2002 PrintRun4 017

11(1 F.Z. INGENIEROS ESTRUCTURALESJobNo SheelNo Rev

5 f.J.

Soltwarelicensedlo F.Z.INGENIEROSESTRUCTURALES Par1RAMPA COSTADO OCCIDENTAL

JobTille PUENTE PEATONAL CAD NORTE RelTABLERO 2.4 m LIBRES


Clienl IDU File Rampacosocci.std DalefTime14-Nov-2002 13:39




772 13:CM+CV1 -0.36 65.66 -24.52 0.00 0.00 0.00

14:CM+CV2 -0.19 20.94 -3.55 0.00 0.00 0.00

15:CM+CV3 -0.37 50.72 -17.40 0.00 0.00 0.00

16:CM+CV4 -0.17 42.27 -15.95 0.00 0.00 0.00

17:CM+CV5 0.59 53.08 -14.15 0.00 0.00 0.00

18:CM+CV6 -1.13 33.51 -13.92 0.00 0.00 0.00

19:CM +CV+ T -0.17 52.66 -21.61 0.00 0.00 0.00

20:CM+CV+0.2 7.73 55.54 -23.58 0.00 0.00 0.00

21:CM+CW 26.56 26.81 -16.07 0.00 0.00 0.00

22:CM +.75SZ 42.37 24.82 6.93 0.00 0.00 0.00

23:CM-0.75SZ -42.65 6.58 -12.27 0.00 0.00 0.00

24:CM+0.75SX 16.61 22.45 -0.75 0.00 0.00 0.00

25:CM-0.75SX -16.89 8.95 -4.58 0.00 0.00 0.00

26:1.3CM +2.1' -0.62 124.30 -50.13 0.00 0.00 0.00

27:1.3CM+2.17 -0.25 27.22 -4.62 0.00 0.00 0.00

28:1.3CM+2.17 -0.65 91.89 -34.68 0.00 0.00 0.00

29:1.3CM+2.17 -0.20 73.54 -31.53 0.00 0.00 0.00

30:1.3CM+2.17 1.44 96.99 -27.62 0.00 0.00 0.00

31:1.3CM+2.17 -2.30 54.52 -27.13 0.00 0.00 0.00

32:1.3CM +CV' -0.26 72.10 -28.08 0.00 0.00 0.00

33:1.3CM+CV-+ 9.60 75.71 -30.54 0.00 0.00 0.00

34:1.3CM+1.0C 33.14 39.79 -21.15 0.00 0.00 0.00

35:CM+SZ 56.49 33.09 9.25 0.00 0.00 0.00

36:CM-SZ -56.87 8.78 -16.35 0.00 0.00 0.00

37:CM+SX 22.15 29.94 -1.00 0.00 0.00 0.00

38:CM-SX -22.52 11.93 -6.11 0.00 0.00 0.00

883 13:CM+CV1 0.36 66.72 24.61 0.00 0.00 0.00

14:CM+CV2 0.19 21.54 3.60 0.00 0.00 0.00

15:CM+CV3 0.37 51.77 17.50 0.00 0.00 0.00

16:CM+CV4 0.17 42.89 15.99 0.00 0.00 0.00

17:CM+CV5 -0.59 34.35 13.99 0.00 0.00 0.00

18:CM+CV6 1.13 53.91 14.22 0.00 0.00 0.00

19:CM +CV+T 0.17 53.24 21.65 0.00 0.00 0.00

20:CM+CV+0.2 -7.73 50.36 16.22 0.00 0.00 0.00

21:CM+CW -26.56 7.17 -8.69 0.00 0.00 0.00

22:CM +.75SZ 42.83 25.28 12.07 0.00 0.00 0.00

23:CM-0.75SZ -42.55 7.03 -6.66 0.00 0.00 0.00

24:CM+0.75SX 15.08 22.95 5.57 0.00 0.00 0.00

25:CM-0.75SX -14.79 9.36 -0.16 0.00 0.00 0.00

PrinlTimelDate:1411112002 15:12 STAAD.Pro fer Windews Release 2002 PontRun5 01 7

R(j F.Z. INGENIEROS ESTRUCTURALES JobNo SheetNo Rev6 58'

SoftwareIicensedtoF.Z.INGENIEROSESTRUCTURALES PartRAMPACOSTADO OCCIDENTALJobTillePUENTE PEATONAL CAD NORTE RefTABLERO 2.4 m LIBRES

By JROMERO DatE!20-0ct-02 ChdFZARATEClient IDU FileRampacosocci.std DatefTime14-Nov-2002 13:39


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

26:1.3CM +2.1' 0.62 126.09 50.29 0.00 0.00 0.0027:1.3CM+2.17 0.25 28.00 4.68 0.00 0.00 0.0028:1.3CM+2.17 0.65 93.65 34.85 0.00 0.00 0.0029:1.3CM+2.17 0.20 74.36 31.58 0.00 0.00 0.0030:1.3CM+2.17 -1.44 55.81 27.24 0.00 0.00 0.0031 :1.3CM+2.17 2.30 98.28 27.74 0.00 0.00 0.0032:1.3CM +CV· 0.26 73.02 28.15 0.00 0.00 0.0033:1.3CM+CV-+ -9.60 69.41 21.35 0.00 0.00 0.0034:1.3CM+1.0C -33.14 15.42 -9.78 0.00 0.00 0.0035:CM+SZ 57.11 33.70 16.09 0.00 0.00 0.0036:CM-SZ -56.73 9.37 -8.88 0.00 0.00 0.0037:CM+SX 20.10 30.60 7.42 0.00 0.00 0.0038:CM-SX -19.73 12.47 -0.22 0.00 0.00 0.00

1306 13:CM+CV1 0.00 69.27 -0.04 0.00 0.00 0.0014:CM+CV2 -0.00 25.57 -0.11 0.00 0.00 0.0015:CM+CV3 0.00 71.44 -0.05 0.00 0.00 0.0016:CM+CV4 -0.00 23.37 -0.10 0.00 0.00 0.0017:CM+CV5 0.01 35.81 0.03 0.00 0.00 0.0018:CM+CV6 -0.01 59.03 -0.18 0.00 0.00 0.0019:CM +CV+ T -0.00 55.58 2.44 0.00 0.00 0.0020:CM+CV+0.:: -0.01 53.58 -1.42 0.00 0.00 0.0021:CM+CW -0.04 14.35 -4.71 0.00 0.00 0.0022:CM +.75SZ 0.07 24.88 6.19 0.00 0.00 0.0023:CM-0.75SZ -0.07 13.48 -6.35 0.00 0.00 0.0024:CM+0.75SX 0.00 22.14 -0.01 0.00 0.00 0.0025:CM-0.75SX -0.00 16.22 -0.15 0.00 0.00 0.0026:1.3CM +2.1' 0.00 128.11 -0.00 0.00 0.00 0.0027:1.3CM+2.17 -0.00 33.24 -0.14 0.00 0.00 0.0028:1.3CM+2.17 0.00 132.83 -0.02 0.00 0.00 0.0029:1.3CM+2.17 -0.00 28.45 -0.13 0.00 0.00 0.0030:1.3CM+2.17 0.02 55.47 0.16 0.00 0.00 0.0031:1.3CM+2.17 -0.02 105.88 -0.31 0.00 0.00 0.0032:1.3CM +CV· -0.00 77.15 3.02 0.00 0.00 0.0033:1.3CM+CV-+ -0.01 74.65 -1.81 0.00 0.00 0.0034:1.3CM+1.0C -0.05 25.61 -5.91 0.00 0.00 0.0035:CM+SZ 0.10 33.18 8.26 0.00 0.00 0.0036:CM-SZ -0.10 17.97 -8.47 0.00 0.00 0.0037:CM+SX 0.00 29.52 -0.01 0.00 0.00 0.0038:CM-SX -0.01 21.63 -0.21 0.00 0.00 0.00

PlintTime/Date:14/1112002 15:12 STAAD.Pro tor Windows Release 2002 PlintRun6 of7

~ F.Z.INGENIEROS ESTRUCTURALES JobNo SheetNo Rev7 &::f' .

"",' .'~

Softwarelicensedlo F.Z.INGENIEROSESTRUCTURALES PartRAMPA COSTADO OCCIDENTAL


By JROMERO Dat"20-0ct-02 CndFZARATE

Clienl IDU File Rampacosocci.std DatefTime14-Nov-2002 13:39

Reactions Cont ...Horizontal Vertical Horizontal Moment

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

1307 13:CM+CV1 -0.00 74.36 -0.05 0.00 0.00 0.0014:CM+CV2 0.00 29.44 0.06 0.00 0.00 0.0015:CM+CV3 -0.00 76.56 -0.05 0.00 0.00 0.0016:CM+CV4 0.00 27.21 0.06 0.00 0.00 0.0017:CM+CV5 -0.01 63.52 0.12 0.00 0.00 0.0018:CM+CV6 0.01 40.28 -0.11 0.00 0.00 0.0019:CM +CV+T 0.00 59.33 -2.48 0.00 0.00 0.0020:CM+CV+0.2 0.01 61.32 -1.43 0.00 0.00 0.0021:CM+CW 0.04 29.66 -4.58 0.00 0.00 0.0022:CM +.75SZ 0.07 27.83 6.31 0.00 0.00 0.0023:CM-0.75SZ -0.07 16.32 -6.22 0.00 0.00 0.0024:CM+0.75SX 0.00 24.98 0.11 0.00 0.00 0.0025:CM-0.75SX -0.00 19.18 -0.03 0.00 0.00 0.0026:1.3CM +2.1' -0.00 135.80 -0.16 0.00 0.00 0.0027:1.3CM+2.17 0.00 38.27 0.07 0.00 0.00 0.0028:1.3CM+2.17 -0.00 140.57 -0.16 0.00 0.00 0.0029:1.3CM+2.17 0.00 33.44 0.08 0.00 0.00 0.0030:1.3CM+2.17 -0.02 112.27 0.21 0.00 0.00 0.0031 :1.3CM+2.17 0.02 61.80 -0.30 0.00 0.00 0.0032:1.3CM +CV' 0.00 82.99 -3.09 0.00 0.00 0.0033:1.3CM+CV-+ 0.01 85.49 -1.77 0.00 0.00 0.0034:1.3CM+1.0C 0.05 45.91 -5.71 0.00 0.00 0.0035:CM+SZ 0.10 37.11 8.41 0.00 0.00 0.0036:CM-SZ -0.10 21.76 -8.30 0.00 0.00 0.0037:CM+SX 0.01 33.30 0.15 0.00 0.00 0.0038:CM-SX -0.00 25.57 -0.03 0.00 0.00 0.00

.-PrinlTime/Dale:14/1112002 15:12 STAAD.Pro tor Windows Release 2002 PrintRun7 017

R(j F.Z. INGENIEROS ESTRUCTURALESJobNo SheelNo ~',",

Rev1

SoftwarelicensedloF.Z.INGENIEROSESTRUCTURALES Par1RAMPACOSTADOORIENTAL

JobTillePUENTEPEATONAL CAD NORTE RefTABLERO 2.4 m LIBRES

By JROMERO Dal~0-Oct-02 Cod FZARATE

Clienl IDU FileRampacosorient.std IDalemme14-Nov-200213:37

Job InformationEngineer Checked Approved

Name: JROMERO FZARATE

Date: 20-0ct-02 23-0ct-02 "

I Structure Type I SPACE FRAME INumber of Nodes I 119 Highest Node 13051

INumber of Elements I 238 Highest Beam 30501

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

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

Type UC Name

Combination 13 CM+CV1




Combination 17 CM+CV5Combination 18 CM+CV6

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-0.75SXCombination 26 1.3CM +2.171 CV

Combination 27 1.3CM+2.171 CV2





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-SZ

PrinlTime/Dale:.14/11/200215:15 STAAD.Pro for Windows Release 2002 PrinlRun1 of7

R(j F.Z. INGENIEROS ESTRUCTURALESJobNo SheelNo Rev

2 ~n;Softwarelicensedlo F.Z.INGENIEROSESTRUCTURALES ParlRAMPA COSTADO ORIENTAL

JobTitle PUENTE PEATONAL CAD NORTE RefTABLERO 2.4 m LIBRES


Clienl IDU File Rampacosorient.std IDaleITime14-tlov-2002 13:37

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 TEMPERATURE

11 SISMOZ

12 SISMO ENX

Combination Load CasesCombo Combination UC Name Primary Primary UC Name Factor

13 CM+CV1 1 CP CARGA PERMANENTE I 1.00I2 CVG CARGA VIVA GENERAL 1.00

14 CM+CV2 1 CP CARGA PERMANENTE 1.00.-15 CM+CV3 1 CP CARGA PERMANENTE 1.00





6 CVLI CARGA VIVA LADO Iza 1.00



19 CM +CV+TEM 1 CP CARGA PERMANENTE 0.80

2 CVG CARGA VIVA GENERAL I 0.80

10 TEMPERA TURE 0.80

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



PrinlTime/Dale:14/111200215:15 STAAD.Pro tor Windows Release 2002 PrinlRun2 of 7

lI(j F.Z. INGENIEROS ESTRUCTURALES--JobNo SheetNo Rev

3 6~}

SoltwarelicensedtoF.Z.INGENIEROSESTRUCTURALES PartRAMPA COSTADO ORIENTAL

JobTitle PUENTE PEATONAL CAD NORTE RelTABLERO 2.4 m LIBRES

By JROMERO DatIl20-0ct-02 ChdFZARATE

Client IDU File Rampacosorient.std IDatemme 1~-Nov-2002 13:37


21 CM+CW 1 CP CARGA PERMANENTE 0.80

8 WL CARGA VIENTO LATERAL BARANDJ ,0.80

22 CM +.75SZ 1 CP CARGA PERMANENTE 0.75

11 SISMOZ 0.75

23 CM-0.75SZ 1 CP CARGA PERMANENTE 0.75

11 SISMOZ -0.75

24 CM+0.75SX 1 CP CARGA PERMANENTE 0.75

12 SISMO EN X 0.75

25 CM-0.75SX 1 CP CARGA PERMANENTE 0.75

12 SISMO ENX -0.75

26 1.3CM +2.171 CV 1 CP CARGA PERMANENTE 1.30


27 1.3CM+2.171 CV2 1 CP CARGA PERMANENTE 1.30_.-28 1.3CM+2.171 CV3 1 CP CARGA PERMANENTE 1.30





6 CVLI CARGA VIVA LADO Iza 2.17'.'



32 1.3CM +CV+ TEM 1 CP CARGA PERMANENTE 1.30


10 TEMPERATURE 1.00

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



34 1.3CM+1.0CW 1 CP CARGA PERMANENTE 1.30


35 CM+SZ 1 CP CARGA PERMANENTE 1.00

11 SISMOZ 1.00-36 CM-SZ 1 CP CARGA PERMANENTE 1.00

11 SISMOZ -1.00

37 CM+SX 1 CP CARGA PERMANENTE 1.00

12 SISMOENX 1.00

38 CM-SX 1 CP CARGA PERMANENTE 1.00

12 SISMO EN X ·1.00

PrintTime/Date:14/11/2002 15:15 STAAD.Pro for Windows Release 2002 PnntRun3 01 7

SoltwarelicensedtoF.Z.INGENIEROSESTRUCTURALES

RevSheetNoJobNoR(j F.Z. INGENIEROS ESTRUCTURALESParlRAMPA COSTADO ORIENTAL

RelTABLERO 2.4 m LIBRESJobTille PUENTE PEATONAL CAD NORTEBy JROMERO Dat~0-Oct-02 ChdFZARATE

Client IDU File Rampacosorient.std DatefTime14-Nov-2002 13:37

. )

771

NUMERACION DE LOS NUDOS DE APOYO

PrintTime/Date:14/11/200215:15 STAAD.Pro for Windows Release 2002 PrintRun4 01 7

R(J F.Z. INGENIEROS ESTRUCTURALESJobNo SheetNo

6~,Rev

5

SoftwarelicensedloF.Z.INGENIEROSESTRUCTURALES PartRAMPACOSTADO ORIENTAL

JobTillePUENTEPEATONAL CAD NORTE RefTABLERO 2.4 m LIBRES

By JROMERO DatEl20-0ct-02 C!lUFZARATE

Client IDU FileRampacosorient.std DatefTirne14-Nov-200213:37



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

771 13:CM+CV1 -0.27 48.94 -21.20 0.00 0.00 0.00 --

14:CM+CV2 -0.10 15.44 -3.06 0.00 0.00 0.00

15:CM+CV3 -0.27 48.94 -21.20 0.00 0.00 0.00

16:CM+CV4 -0.12 22.64 -7.74 0.00 0.00 0.00

17:CM+CV5 0.28 39.56 -12.21 0.00 0.00 0.00

18:CM+CV6 -0.66 24.82 -12.05 0.00 0.00 0.00

19:CM +CV+T -0.38 39.20 -18.67 0.00 0.00 0.00

20:CM+CV+0.2 10.99 42.49 -20.76 0.00 0.00 0.00

21:CM+CW 37.26 23.49 -15.11 0.00 0.00 0.00

22:CM +.75SZ 54.06 23.12 8.27 0.00 0.00 0.00

23:CM-0.75SZ -54.21 0.04 -12.86 0.00 0.00 0.00

24:CM+0.75SX 10.44 16.76 1.65 0.00 0.00 0.00

25:CM-0.75SX -10.60 6.40 -6.25 0.00 0.00 0.00

26:1.3CM +2.1" -0.50 92.79 -43.36 0.00 0.00 0.00

27:1.3CM+2.17 -0.14 20.07 -3.98 0.00 0.00 0.00

28:1.3CM+2.17 -0.50 92.79 -43.36 0.00 0.00 0.00

29:1.3CM+2.17 -0.17 35.70 -14.13 0.00 0.00 0.00

30:1.3CM+2.17 0.70 72.44 -23.84 0.00 0.00 0.00

31 :1.3CM+2.17 -1.33 40.42 -23.50 0.00 0.00 0.00

32:1.3CM +CV- -0.50 53.64 -24.26 0.00 0.00 0.00

33:1.3CM+CV-+ 13.70 57.75 -26.87 0.00 0.00 0.00

34:1.3CM+1.0C 46.55 33.99 -19.81 0.00 0.00 0.00

35:CM+SZ 72.08 30.82 11.03 0.00 0.00 0.00

36:CM-SZ -72.29 0.06 -17.15 0.00 0.00 0.00

37:CM+SX 13.93 22.34 2.21 0.00 0.00 0.00

38:CM-SX -14.13 8.54 -8.33 0.00 0.00 0.00

882 13:CM+CV1 0.27 50.12 21.28 0.00 0.00 0.00

14:CM+CV2 0.10 16.09 3.09 0.00 0.00 0.00

15:CM+CV3 0.27 50.12 21.28 0.00 0.00 0.00

16:CM+CV4 0.12 23.31 7.77 0.00 0.00 0.00

17:CM+CV5 -0.28 25.73 12.13 0.00 0.00 0.00

18:CM+CV6 0.66 40.48 12.25 0.00 0.00 0.00

19:CM +CV+T 0.38 40.04 18.78 0.00 0.00 0.00

20:CM+CV+0.2 -10.99 36.76 13.48 0.00 0.00 0.00

21:CM+CW -37.26 1.74 -9.34 0.00 0.00 0.00

22:CM +.75SZ 54.15 23.66 13.20 0.00 0.00 0.00

23:CM-0.75SZ -53.99 0.47 -8.56 0.00 0.00 0.00

24:CM+0.75SX 13.75 16.39 5.33 0.00 0.00 0.00

25:CM-0.75SX -13.60 7.75 -0.69 0.00 0.00 0.00

PrintTime/Date:14/11/2002 15:15 STAAD.Pro tor Windows Release 2002 PrintRun5 of7

R(j F.Z. INGENIEROS ESTRUCTURALESJobNo SheelNo

6~Rev

6

Soltwarelicensedlo F.Z.INGENIEROSESTRUCTURALES PartRAMPA COSTADO ORIENTAL

JobTille PUENTE PEATONAL CAD NORTE RelTABLERO 2.4 m LIBRES

By JROMERO DalEl20-0ct-02 GhdFZARATE

Clienl IDU File Rampacosorient.std Dalemrne14-Nov-2002 13:37



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

26:1.3CM +2.1' 0.50 94.80 43.51 0.00 0.00 0.00 ..

27:1.3CM+2.17 0.14 20.92 4.02 0.00 0.00 0.00

28:1.3CM+2.17 0.50 94.80 43.51 0.00 0.00 0.00

29:1.3CM+2.17 0.17 36.58 14.18 0.00 0.00 0.00

30:1.3CM+2.17 -0.70 41.85 23.63 0.00 0.00 0.00

31 :1.3CM+2.17 1.33 73.87 23.90 0.00 0.00 0.00

32:1.3CM +CV' 0.50 54.88 24.40 0.00 0.00 0.00

33:1.3CM+CV-+ -13.70 50.77 17.78 0.00 0.00 0.00

34:1.3CM+1.0C -46.55 7.00 -10.74 0.00 0.00 0.00

35:CM+SZ 72.20 31.55 17.59 0.00 0.00 0.00

36:CM-SZ -71.99 0.63 -11.41 0.00 0.00 0.00

37:CM+SX 18.34 21.85 7.11 0.00 0.00 0.00

38:CM-SX -18.13 10.33 -0.93 0.00 0.00 0.00

1304 13:CM+CV1 -0.00 72.17 -0.08 0.00 0.00 0.00

14:CM+CV2 0.00 28.77 -0.05 0.00 0.00 0.00

15:CM+CV3 -0.00 72.17 -0.08 0.00 0.00 0.00

16:CM+CV4 0.00 27.94 -0.05 0.00 0.00 0.00

17:CM+CV5 -0.00 ·61.67 0.01 0.00 0.00 0.00

18:CM+CV6 0.00 39.27 -0.13 0.00 0.00 0.00

19:CM +CV+T -0.00 57.68 -0.10 0.00 0.00 0.00

20:CM+CV+0.:: 0.01 58.78 -0.75 0.00 0.00 0.00

21:CM+CW 0.02 26.47 -2.33 0.00 0.00 0.00

22:CM +.75SZ 0.03 23.42 3.02 0.00 0.00 0.00

23:CM-0.75SZ -0.03 19.73 -3.10 0.00 0.00 0.00

24:CM+0.75SX 0.00 24.58 0.04 0.00 0.00 0.00

25:CM-0.75SX -0.00 18.57 -0.11 0.00 0.00 0.00

26:1.3CM +2.1' -0.00 131.63 -0.12 0.00 0.00 0.00

27:1.3CM+2.17 0.00 37.40 -0.07 0.00 0.00 0.00

28:1.3CM+2.17 -0.00 131.63 -0.12 0.00 0.00 0.00

29:1.3CM+2.17 0.00 35.61 -0.07 0.00 0.00 0.00

30:1.3CM+2.17 -0.01 108.83 0.06 0.00 0.00 0.00

31 :1.3CM+2.17 0.01 60.20 -0.24 0.00 0.00 0.00

32:1.3CM +CV· -0.00 80.73 -0.14 0.00 0.00 0.00

33:1.3CM+CV-+ 0.01 82.10 -0.95 0.00 0.00 0.00

34:1.3CM+1.0C 0.03 41.72 -2.93 0.00 0.00 0.00

35:CM+SZ 0.04 31.23 4.03 0.00 0.00 0.00

36:CM-SZ -0.04 26.31 -4.13 0.00 0.00 0.00

37:CM+SX 0.00 32.77 0.05 0.00 0.00 0.00

38:CM-SX -0.00 24.76 -0.15 0.00 0.00 0.00

PrinlTimelDale:14/11/2002 15:15 STAAD.Pro for Windows Release 2002 PrinlRun6 01 7


7 ']5

Softwarelicensedto F.Z.INGENIEROSESTRUCTURALES ParlRAMPA COSTADO ORIENTAL

JobTille PUENTE PEATONAL CAD NORTE Re!TABLERO 2.4 m LIBRES

By JROMERO DatEl20-0ct-02 Chd FZARATE

Client IDU File Rampacosorient.std DatefTime14-Nov-2002 13:37

Reactions Cont ...Horizontal Vertical Horizontal Moment


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

1305 13:CM+CV1 0.00 66.92 -0.00 0.00 0.00 0.00

14:CM+CV2 -0.00 24.83 0.02 0.00 0.00 0.00

15:CM+CV3 0.00 66.92 -0.00 0.00 0.00 0.00

16:CM+CV4 -0.00 24.00 0.02 0.00 0.00 0.00

17:CM+CV5 0.00 34.69 0.08 0.00 0.00 0.00

18:CM+CV6 -0.00 57.06 -0.06 0.00 0.00 0.00

19:CM +CV+ T 0.00 53.59 -0.01 0.00 0.00 0.00

20:CM+CV+0.~ -0.01 52.50 -0.69 0.00 0.00 0.00

21:CM+CW -0.02 16.41 -2.28 0.00 0.00 0.00

22:CM +.75SZ 0.03 20.47 3.08 0.00 0.00 0.00

23:CM-0.75SZ -0.03 16.78 -3.05 0.00 0.00 0.00

24:CM+0.75SX 0.00 21.63 0.09 0.00 0.00 0.00

25:CM-0.75SX -0.00 15.62 -0.06 0.00 0.00 0.00

26:1.3CM +2.1· 0.00 123.64 -0.03 0.00 0.00 0.00

27:1.3CM+2.17 -0.00 32.29 0.03 0.00 0.00 0.00

28:1.3CM+2.17 0.00 123.64 -0.03 0.00 0.00 0.00

29:1.3CM+2.17 -0.00 30.47 0.02 0.00 0.00 0.00

30:1.3CM+2.17 0.01 53.68 0.15 0.00 0.00 0.00

31 :1.3CM+2.17 -0.01 102.25 -0.15 0.00 0.00 0.00

32:1.3CM +CV· 0.00 74.44 -0.01 0.00 0.00 0.00

33:1.3CM+CV-+ -0.01 73.07 -0.86 0.00 0.00 0.00

34:1.3CM+1.0C -0.03 27.97 -2.84 0.00 0.00 0.00

35:CM+SZ 0.04 27.30 4.10 0.00 0.00 0.00

36:CM-SZ -0.04 22.37 -4.06 0.00 0.00 0.00

37:CM+SX 0.00 28.84 0.12 0.00 0.00 0.00

38:CM-SX -0.00 20.83 -0.08 0.00 0.00 0.00

PrintTime/Date:14/1112002 15:15 STAAD.Pro tor Windows Release 2002 PrinlRun7 of 7

f.z. ingenieros estructurales 3 44€¦ · 28 1.3cm+2.171 cv3 1 cp carga permanente 1.30 4 cvci...

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