1)UBICACIN

% ABERTURA

AB

D

EF

C

PANAMETICANA NORTECHICLAYO

LAMBAYEQUE

EDIFICACIN

2) DIRECCIN DEL VIENTO

3) PREDIMENCIONAMIENTO

% ABERTURA

AB

D

EF

C

L=B= 30.00 mh tijeral : L/8=

L/12=

h tijeral : 3.50 m

30.00 m

3) SEPARACIN ENTRE ELEMENTOS

Traslape :

Long. Inclinada Tijeral :

3.50

m

15.403

13.13 15

Nmero de Montantes :

Separacion Inclinada entre Montantes :

Separacion Horizontal de Montantes :

y

1.54

13.13 x

% ABERTURA

AB

D

EF

C

PANAMETICANA NORTECHICLAYO

LAMBAYEQUE

EDIFICACIN

% ABERTURA

AB

D

EF

C

PANAMETICANA NORTECHICLAYO

LAMBAYEQUE

3.752.5

1.54 m

1.50 m

30.00 m

3) SEPARACIN ENTRE ELEMENTOS

0.26 m

15.40 m

10

1.54 m

x = 1.50 my= 0.35 m

% ABERTURA

AB

D

EF

C

PANAMETICANA NORTECHICLAYO

LAMBAYEQUE

EDIFICACIN

% ABERTURA

AB

D

EF

C

PANAMETICANA NORTECHICLAYO

LAMBAYEQUE

0.35 m

3.50

m

30.00 m

A

30.00 m

4) VELOCIDAD DE VIENTO

Para chiclayo V= 85.00 Kphh = 9.75 m

5)CLCULO DE LA PRESIN BSICA

q= 36.13 kg/m2

6)COEFICIENTE DE PRESIN"Cp"

Calculo del "Cpe"

= 39 = 13.1340

0 10 13.13 20 Cpe -1 -0.8 -0.67 -0.4

1era interpolacion : 10.00 - -0.8

13.13 - x20 - -0.4

2da interpolacion :

"Cpe"

Calculo del "Cpi"

% DE ABERTURA

n= 40%

Calculo del "Cp"

Calculo del "Cp"

7) COEFICIENTE DE RFAGA "Cr"

Cr= 1.7

Cr= 1.00

PRESIN DEL VIENTO

"Cp" "q"LADO "E" 0.752 36.125LADO "F" 0.767 36.125

30.00 m

4) VELOCIDAD DE VIENTO

NO CORRIGO

5)CLCULO DE LA PRESIN BSICA

6)COEFICIENTE DE PRESIN"Cp"

SUCCION

Para la Cara "E"

30 40 50 60 70 0 + 0.40 + 0.50 + 0.60 + 0.70

10.00 = 0.4

6.86597769360368 -0.40 -x

"E" "F" 00 -0.67 -0.7 39

39 -0.82 -0.83 90 90 -1.0 -1.0

03990

=0 =90 n%Sin abertura 0.3 0.3 0%

Abertura predom. "A" + 0.8 -0.50

30%Abertura predom. "B" -0.50 -0.50Abertura predom. "C" -0.50 + 0.8Abertura predom. "D" -0.50 -0.50

"Cpi"

0 -0.50

39 0.0690 + 0.8

CARA "E"

CARA "F"

7) COEFICIENTE DE RFAGA "Cr"

Edificacin de relacin ,V/H Frente =5/1 o ms -Para Edificaciones muy esbeltas. Edificacin de altura >= 60m

Edificacin con periodo fundamental > 2seg

-Para Edificaciones Comunes.

PRESIN DEL VIENTO

"Cp" P(kg/m2)1.000 27.181.000 27.70

30.00 m

80 90 + 0.80 + 0.90

PUERTAS CERRADAS0.82

- -0.67- x- -1.0

- -0.7- x- -1.0

0 - -0.50

39 - x90 - 0.8

PUERTAS CERRADAS

0.06

PUERTAS ABIERTAS

Cp= 0.82 - 0.06 = 0.7522955

Cp= 0.83 - 0.06 = 0.7666667

Edificacin de relacin ,V/H Frente =5/1 o msEdificacin de altura >= 60mEdificacin con periodo fundamental > 2seg

CARGA POR VIENTO

20 20

3.50

m

9.75

m

8.00

m

0.83

PUERTAS CERRADAS

VIENTO

PUERTAS CERRADAS

O.O6

PUERTAS ABIERTAS

VIENTO

SUCCION

SUCCION

VIENTO

CARGA POR VIENTO

20

B= 3L= 1.5

AREA TRIBUTARIA : 4.50 m2

CARGA MUERTA:

Cobertura= 20 kg/m2Tijeral= 15 kg/m2

Correas= 5 kg/m2Accesorios= 5 kg/m2

45.00 kg/m2

CM=

CARGA PUNTUAL POR CM CENTRAL

CARGA PUNTUAL POR CM ESQUIUNA

CARGA VIVA:

S/C= 30.00

CV=

CARGA PUNTUAL POR CV CENTRAL

CARGA PUNTUAL POR CV ESQUIUNA

4.50 m2

45.00 kg/m2

202.50 Kg

101.25 Kg

135.00 Kg135.00 Kg

135.00 Kg135.00 Kg

67.50 Kg

30.00 kg/m2

135.00 Kg

67.50 Kg

135.00 Kg67.50 Kg 135.00 Kg

CARGA MUERTA

135.00 Kg 67.50 Kg 135.00 Kg135.00 Kg

135.00 Kg

CARGA VIVA

67.50 Kg135.00 Kg

135.00 Kg135.00 Kg

135.00 Kg135.00 Kg

CARGA MUERTA

135.00 Kg135.00 Kg

135.00 Kg135.00 Kg

135.00 Kg135.00 Kg

CARGA VIVA

67.50 Kg135.00 Kg

135.00 Kg135.00 Kg

135.00 Kg135.00 Kg

67.50 Kg

135.00 Kg135.00 Kg

67.50 Kg

BARRA 1.4*D 1.2D+0.5Lr 1.2 D + 1.6 Lr + 0.8 W1.2D+1.3W+0.5Lr

BARRA 1.4*D 1.2D+0.5Lr 1.2 D + 1.6 Lr + 0.8 W1.2D+1.3W+0.5Lr1 -23081.28 -25279.5 -29145.7 -11915.512 -21833.64 -23913.04 -27532.83 -11210.623 -21833.64 -23913.04 -27485.95 -11134.444 -19338.37 -21180.12 -24307.11 -9800.845 -19338.37 -21180.12 -24260.22 -9724.656 -16843.09 -18447.2 -21081.38 -8391.067 -16843.09 -18447.2 -21034.49 -8314.878 -14347.82 -15714.28 -17855.65 -6981.279 -14347.82 -15714.28 -17808.77 -6905.09

10 -11852.55 -12981.36 -14629.92 -5571.4911 -23081.28 -25279.5 -29076.18 -11802.5512 -21833.64 -23913.04 -27471.09 -11110.2913 -21833.64 -23913.04 -27423.32 -11032.6514 -19338.37 -21180.12 -24260.91 -9725.7715 -19338.37 -21180.12 -24213.13 -9648.1316 -16843.09 -18447.2 -21050.73 -8341.2517 -16843.09 -18447.2 -21002.95 -8263.6118 -14347.82 -15714.28 -17840.55 -6956.7319 -14347.82 -15714.28 -17792.77 -6879.0920 -11852.55 -12981.36 -14630.36 -5572.2121 0 0 0 022 -567 -621 -711.67 -285.7223 0 0 0 024 -556 -621 -711.67 -285.7225 0 0 0 026 -567 -621 -711.67 -285.7227 0 0 0 028 -567 -621 -711.67 -285.7229 0 0 0 030 5103 5589 6387.35 2542.6931 0 0 0 032 -567 -621 -707.74 -279.3233 0 0 0 034 -567 -621 -707.74 -279.3235 0 0 0 036 -567 -621 -707.74 -279.3237 0 0 0 038 -567 -621 -707.74 -279.3239 0 0 0 040 -1247.64 -1366.46 -1565.98 -628.7141 1483.1 1624.34 1861.52 747.36

42 -1483.1 -1624.34 -1861.52 -747.3643 1866.96 2044.76 2343.33 940.7944 -1866.96 -2044.76 -2343.33 -940.7945 2326.9 2548.51 2920.63 1172.5746 -2326.9 -2548.51 -2920.63 -1172.5747 2826.02 3095.16 3547.1 1424.0848 -2826.02 -3095.16 -3547.1 -1424.0849 -2826.02 -3095.16 -3527.47 -1392.1850 2826.02 3095.16 3527.47 1392.1851 -2326.9 -2548.51 -2904.46 -1146.352 2326.9 2548.51 2904.46 1146.353 -1866.96 -2044.76 -2330.36 -919.7254 1866.96 2044.76 2330.36 919.7255 -1483.1 -1624.34 -1851.22 -730.6256 1483.1 1624.34 1851.22 730.6257 -1247.64 -1366.46 -1557.31 -614.6258 22477.5 24618.21 28414.83 11655.0759 22477.5 24618.21 28414.83 11655.0760 20047.5 21956.79 25364.79 10430.5561 20047.5 21956.79 25364.79 10430.5562 17617.5 19295.36 22314.76 9206.0363 17617.5 19295.36 22314.76 9206.0364 15187.5 16633.93 19264.72 7981.5165 15187.5 16633.93 19264.72 7981.5166 12757.5 13972.5 16214.68 6756.9967 12757.5 13972.5 16214.68 6756.9968 12757.5 13972.5 16206.24 6743.2769 12757.5 13972.5 16206.24 6743.2770 15187.5 16633.93 19239.39 7940.3671 15187.5 16633.93 19239.39 7940.3672 17617.5 19295.36 22272.55 9137.4473 17617.5 19295.36 22272.55 9137.4474 20047.5 21956.79 25305.7 10334.5375 20047.5 21956.79 25305.7 10334.5376 22477.5 24618.21 28338.85 11531.6177 22477.5 24618.21 28338.85 11531.61

0.9 D + 1.3 W 0.9 D - 1.3 W

0.9 D + 1.3 W 0.9 D - 1.3 W -1473.98 -28201.95-1333.5 -26738.33

-1257.31 -26814.51-1052.53 -23811.09-976.34 -23887.27-771.56 -20883.85-695.38 -20960.03-490.59 -17956.61-414.41 -18032.79-209.62 -15029.37

-1361.02 -28314.91-1233.17 -26838.66-1155.53 -26916.3-977.46 -23886.15-899.82 -23963.79-721.76 -20933.65-644.12 -21011.29-466.05 -17981.15-388.41 -18058.79-210.35 -15028.65

0 0-29.22 -699.78

0 0-29.22 -699.78

0 0-29.22 -699.78

0 0-29.22 -699.78

0 0234.19 6326.81

0 0-22.82 -706.18

0 0-22.82 -706.18

0 0-22.82 -706.18

0 0-22.82 -706.18

0 0-64.3 -1539.876.44 1830.4

-76.44 -1830.496.22 2304.16-96.22 -2304.16119.92 2871.81-119.92 -2871.81145.65 3487.81-145.65 -3487.81-113.74 -3519.71113.74 3519.71-93.65 -2898.0893.65 2898.08-75.14 -2325.2375.14 2325.23-59.69 -1847.1559.69 1847.15-50.21 -1553.89

1486.68 27412.961486.68 27412.961361.45 24413.911361.45 24413.911236.21 21414.861236.21 21414.861110.97 18415.811110.97 18415.81

985.74 15416.76985.74 15416.76972.02 15430.48972.02 15430.48

1069.82 18456.971069.82 18456.971167.62 21483.451167.62 21483.451265.42 24509.941265.42 24509.941363.22 27536.421363.22 27536.42

PREDI.CARGAS POR VIENTOCARGASHoja1