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E 2100000

PULGADA CENTIMETROS REA RADIO X YCUERDA INF. 5/8 1.58750 1.97933 0.79375 40 0

CUERDA SUP. 5/8 1.58750 1.97933 0.79375 40 0

ARRIOSTRE 1/2 1.27000 1.26677 0.63500 20 50

MONTANTE 1/2 1.27000 1.26677 0.63500 0 50CUERDA INF. 1/2 1.27000 1.26677 0.63500 34 0

CUERDA SUP. 1/2 1.27000 1.26677 0.63500 34 0

ARRIOSTRE 3/8 0.95250 0.71256 0.47625 6 34

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.000000.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

0.00000 0.00000 0.00000

CUERDA INF.CUERDA SUP.

ARRIOSTRE

MONTANTE

CUERDA INF.

CUERDA SUP.

ARRIOSTRE

MONTANTE

DESPLAZAMIENTO M,XIMO 0.04720

8313.169579 Kg

5320.428531 Kg

5320.428531 Kg

COMPRESIN

TRACCIN

2019.267691 Kg

456.3266461 Kg

529.3389095 Kg

FUERZA AXIAL ADMISIBLE

8313.169579 Kg

LONGITUDDIMETRO

FUERZA AXIAL ADMISIBLE

2019.267691 Kg

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L k I r factor VERIFICACIN OBSERVACIN

40.00 1 0.31176319 0.396875 100.787402 CORRECTO VIGA PRINCIPAL

40.00 1 0.31176319 0.396875 100.787402 CORRECTO VIGA PRINCIPAL

53.85 1 0.1276982 0.3175 169.61149 CORRECTO VIGA PRINCIPAL

50.00 1 0.1276982 0.3175 157.480315 CORRECTO VIGA PRINCIPAL34.00 1 0.1276982 0.3175 107.086614 CORRECTO VIGA SECUNDARIA

34.00 1 0.1276982 0.3175 107.086614 CORRECTO VIGA SECUNDARIA

34.53 1 0.04040451 0.238125 144.988359 CORRECTO VIGA SECUNDARIA

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

0.00 1 0 #DIV/0! #DIV/0!

115.41/2 p EA / (kL/r)

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CUERDA INF. COMPRESIN

CUERDA SUP. TRACCIN

ARRIOSTRE

MONTANTE

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AREA TRIBUT

DESCRIPCIN MATERIAL CANTIDAD PESO ESPECIFICO ESPESOR ANCHO X

RECUBRIMIENTO DEL TECHO 6 0.8 0.03 1.2

MATERIAL CANTIDAD PESO ESPECIFICO DIAMETRO LARGO

VIGA PRINCIPAL CUERDAS 1 7.85 1/2 40VIGA PRINCIPAL MONTANTE 1 7.85 1/2 40

VIGA PRINCIPAL DIAGONAL 1 7.85 1/2 40

VIGA SECUNDARIA CUERDAS 1 7.85 1/2 40

VIGA SECUNDARIA MONTANTE 1 7.85 1/2 40

VIGA SECUNDARIA DIAGONAL 1 7.85 1/2 40

TENSORES 1 7.85 1/2 40

VELOCIDAD DEL VIENTO h (m) 20

V (Km/h) 45

Vh (Km/h) 52.4130114

BARLOVENTO SOTAVENTO

CARGA EXTERIOR DE VIENTO C -0.7 -0.7

Ph (Kg/m2) -9.61493317 -9.614933171

PESO POR METRO LINE

PESO POR METRO CUADR

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ARIA PESO/METRO

LARGO Y Kg/m

2.4 0.0288

Kg Kg/m

397.765371 165.735571397.765371 165.735571

397.765371 165.735571

397.765371 165.735571

397.765371 165.735571

397.765371 165.735571

397.765371 165.735571

1160.1778

-9.6149332

L TOTAL

DO TOTAL

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PESO TOTAL

FUERZA DEL VIENT 4338.035 Kg

FUERZA DE SOBREC 35872 Kg

FUERZA PLANCHAS 3711.6096 Kg

FUERZA DE LAS VI 1723.40208 KgFUERZA DE LAS VI 2298.43067 Kg

FUERZA DE LOS TE 13.72684 Kg

CARGA VIVA 64336.056 Kg

CARGA MUERTA 9296.60303 Kg

NUMERO DE CERCHAS 8

NUMERO DE NUDOS/ 62

AREA TOTAL 717.44 m2

LONGITUD CURVA 28.2 m

EJES TRAMOS FUERZAS / EJE

40 73632.65903

11838.14543

EJES P PUNTUAL TRAMOS P / METRO1 97.034 Kg 1 - 2 419.792 Kg/m2 194.068 Kg 2 - 3 419.792 Kg/m3 194.068 Kg 3 - 4 419.792 Kg/m4 194.068 Kg 4 - 5 419.792 Kg/m5 194.068 Kg 5 - 6 419.792 Kg/m6 194.068 Kg 6 - 7 419.792 Kg/m7 194.068 Kg 7 - 8 419.792 Kg/m8 194.068 Kg 8 - 9 419.792 Kg/m9 194.068 Kg 9 - 10 419.792 Kg/m

10 194.068 Kg 10 - 11 419.792 Kg/m11 194.068 Kg 11 - 12 419.792 Kg/m12 194.068 Kg 12 - 13 419.792 Kg/m13 194.068 Kg 13 - 14 419.792 Kg/m14 194.068 Kg 14 - 15 419.792 Kg/m15 194.068 Kg 15 - 16 419.792 Kg/m16 194.068 Kg 16 - 17 419.792 Kg/m

73632.66 Kg

ESCOGER CARGA A SER ANALIZADO

4

3681.632951

7363.265903

7363.265903

7363.265903

7363.265903

7363.265903

7363.2659033681.632951

6

1011

4

4

9 7363.2659034

4

FUERZAS

DISTRIBUIDAS

EN CADA

CERCHA

4

4

4

12345

7 7363.2659038 7363.265903

4

4

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17 194.068 Kg 17 - 18 419.792 Kg/m18 194.068 Kg 18 - 19 419.792 Kg/m19 194.068 Kg 19 - 20 419.792 Kg/m20 194.068 Kg 20 - 21 419.792 Kg/m21 194.068 Kg 21 - 22 419.792 Kg/m22 194.068 Kg 22 - 23 419.792 Kg/m23 194.068 Kg 23 - 24 419.792 Kg/m24 194.068 Kg 24 - 25 419.792 Kg/m

25 194.068 Kg 25 - 26 419.792 Kg/m26 194.068 Kg 26 - 27 419.792 Kg/m27 194.068 Kg 27 - 28 419.792 Kg/m28 194.068 Kg 28 - 29 419.792 Kg/m29 194.068 Kg 29 - 30 419.792 Kg/m30 194.068 Kg 30 - 31 419.792 Kg/m31 194.068 Kg 31 - 32 419.792 Kg/m32 194.068 Kg 32 - 33 419.792 Kg/m33 194.068 Kg 33 - 34 419.792 Kg/m34 194.068 Kg 34 - 35 419.792 Kg/m35 194.068 Kg 35 - 36 419.792 Kg/m36 194.068 Kg 36 - 37 419.792 Kg/m37 194.068 Kg 37 - 38 419.792 Kg/m

38 194.068 Kg 38 - 39 419.792 Kg/m39 194.068 Kg 39 - 40 419.792 Kg/m40 194.068 Kg 40 - 41 419.792 Kg/m41 194.068 Kg 41 - 42 419.792 Kg/m42 194.068 Kg 42 - 43 419.792 Kg/m43 194.068 Kg 43 - 44 419.792 Kg/m44 194.068 Kg 44 - 45 419.792 Kg/m45 194.068 Kg 45 - 46 419.792 Kg/m46 194.068 Kg 46 - 47 419.792 Kg/m47 194.068 Kg 47 - 48 419.792 Kg/m48 194.068 Kg 48 - 49 419.792 Kg/m49 194.068 Kg 49 - 50 419.792 Kg/m50 194.068 Kg 50 - 51 419.792 Kg/m51 194.068 Kg 51 - 52 419.792 Kg/m52 194.068 Kg 52 - 53 419.792 Kg/m53 194.068 Kg 53 - 54 419.792 Kg/m54 194.068 Kg 54 - 55 419.792 Kg/m55 194.068 Kg 55 - 56 419.792 Kg/m56 194.068 Kg 56 - 57 419.792 Kg/m57 194.068 Kg 57 - 58 419.792 Kg/m58 194.068 Kg 58 - 59 419.792 Kg/m59 194.068 Kg 59 - 60 419.792 Kg/m60 194.068 Kg 60 - 61 419.792 Kg/m61 194.068 Kg 61 - 62 419.792 Kg/m62 97.034 Kg

11838.148 11838.134 Kg/m

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9/161 2 3 4 5 6 7

VIGA

PRINCIPAL25x

50

VIGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x50

V

IGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x

50

VIGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x50

V

IGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x

50

VIGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x50

V

IGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x

50

VIGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x50

V

IGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x

50

VIGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x50

V

IGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x

50

VIGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x50

V

IGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x

50

VIGA

PRINCIPAL25x50

VIGA

PRINCIPAL25x50

V

IGA

PRINCIPAL25x50

1,61

1,61

1,61

3,75

VIGUETAS 15x30

VIGUETAS 15x30

VIGUETAS 15x30

VIGUETAS 15x30

VIGUETAS 15x30

VIGUETAS 15x30

VIGUETAS 15x30

ARRIOSTRE3/8"

ARRIOSTRE

3/8"

ARRIOSTRE

3/8"

ARRIOSTRE

3/8"

VIGUETAS 15x30

ARRIOSTRE

3/8"

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17 97.034 Kg 17 - 18 209.896 Kg/m18 97.034 Kg 18 - 19 209.896 Kg/m19 97.034 Kg 19 - 20 209.896 Kg/m20 97.034 Kg 20 - 21 209.896 Kg/m21 97.034 Kg 21 - 22 209.896 Kg/m22 97.034 Kg 22 - 23 209.896 Kg/m23 97.034 Kg 23 - 24 209.896 Kg/m24 97.034 Kg 24 - 25 209.896 Kg/m

25 97.034 Kg 25 - 26 209.896 Kg/m26 97.034 Kg 26 - 27 209.896 Kg/m27 97.034 Kg 27 - 28 209.896 Kg/m28 97.034 Kg 28 - 29 209.896 Kg/m29 97.034 Kg 29 - 30 209.896 Kg/m30 97.034 Kg 30 - 31 209.896 Kg/m31 97.034 Kg 31 - 32 209.896 Kg/m32 97.034 Kg 32 - 33 209.896 Kg/m33 97.034 Kg 33 - 34 209.896 Kg/m34 97.034 Kg 34 - 35 209.896 Kg/m35 97.034 Kg 35 - 36 209.896 Kg/m36 97.034 Kg 36 - 37 209.896 Kg/m37 97.034 Kg 37 - 38 209.896 Kg/m

38 97.034 Kg 38 - 39 209.896 Kg/m39 97.034 Kg 39 - 40 209.896 Kg/m40 97.034 Kg 40 - 41 209.896 Kg/m41 97.034 Kg 41 - 42 209.896 Kg/m42 97.034 Kg 42 - 43 209.896 Kg/m43 97.034 Kg 43 - 44 209.896 Kg/m44 97.034 Kg 44 - 45 209.896 Kg/m45 97.034 Kg 45 - 46 209.896 Kg/m46 97.034 Kg 46 - 47 209.896 Kg/m47 97.034 Kg 47 - 48 209.896 Kg/m48 97.034 Kg 48 - 49 209.896 Kg/m49 97.034 Kg 49 - 50 209.896 Kg/m50 97.034 Kg 50 - 51 209.896 Kg/m51 97.034 Kg 51 - 52 209.896 Kg/m52 97.034 Kg 52 - 53 209.896 Kg/m53 97.034 Kg 53 - 54 209.896 Kg/m54 97.034 Kg 54 - 55 209.896 Kg/m55 97.034 Kg 55 - 56 209.896 Kg/m56 97.034 Kg 56 - 57 209.896 Kg/m57 97.034 Kg 57 - 58 209.896 Kg/m58 97.034 Kg 58 - 59 209.896 Kg/m59 97.034 Kg 59 - 60 209.896 Kg/m60 97.034 Kg 60 - 61 209.896 Kg/m61 97.034 Kg 61 - 62 209.896 Kg/m62 48.517 Kg

5919.074 5919 Kg/m

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x5

0

VIGA

PRINCIPAL2

5x50

VIGA

PRINCIPAL25x50

vc

VT

VT

vc

VT

VT

vc

VT

VT

vc

VT

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PESO TOTAL

FUERZA DEL VIENT 4338.035 Kg

FUERZA PLANCHAS 3711.6096 Kg

FUERZA DE LAS VI 1723.40208 Kg

FUERZA DE LAS VI 2298.43067 KgFUERZA DE LOS TE 13.72684 Kg

CARGA VIVA 6940.856 Kg

CARGA MUERTA 9296.60303 Kg

NUMERO DE CERCHAS 8

NUMERO DE NUDOS/ 62

AREA TOTAL 717.44 m2

LONGITUD CURVA 24.6 m

EJES TRAMOS FUERZAS / EJE

30.4 16237.45903

2610.545428

EJES P PUNTUAL TRAMOS P / METRO1 21.398 Kg 1 - 2 106.12 Kg/m2 42.796 Kg 2 - 3 106.12 Kg/m3 42.796 Kg 3 - 4 106.12 Kg/m4 42.796 Kg 4 - 5 106.12 Kg/m5 42.796 Kg 5 - 6 106.12 Kg/m6 42.796 Kg 6 - 7 106.12 Kg/m7 42.796 Kg 7 - 8 106.12 Kg/m8 42.796 Kg 8 - 9 106.12 Kg/m9 42.796 Kg 9 - 10 106.12 Kg/m

10 42.796 Kg 10 - 11 106.12 Kg/m11 42.796 Kg 11 - 12 106.12 Kg/m12 42.796 Kg 12 - 13 106.12 Kg/m13 42.796 Kg 13 - 14 106.12 Kg/m14 42.796 Kg 14 - 15 106.12 Kg/m15 42.796 Kg 15 - 16 106.12 Kg/m16 42.796 Kg 16 - 17 106.12 Kg/m17 42.796 Kg 17 - 18 106.12 Kg/m18 42.796 Kg 18 - 19 106.12 Kg/m19 42.796 Kg 19 - 20 106.12 Kg/m20 42.796 Kg 20 - 21 106.12 Kg/m21 42.796 Kg 21 - 22 106.12 Kg/m

ESCOGER CARGA A SER ANALIZADO

4.1D 2189.920461

4.1E 2189.920461

4.1F 2189.920461

4.1G 2610.545428

5.675H 1515.585197

16237.46 Kg

FUERZAS

DISTRIBUIDAS

EN CADA

CERCHA

A 1128.3431644.225

B 2223.3033954.1

C 2189.920461

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22 42.796 Kg 22 - 23 106.12 Kg/m23 42.796 Kg 23 - 24 106.12 Kg/m24 42.796 Kg 24 - 25 106.12 Kg/m25 42.796 Kg 25 - 26 106.12 Kg/m26 42.796 Kg 26 - 27 106.12 Kg/m27 42.796 Kg 27 - 28 106.12 Kg/m28 42.796 Kg 28 - 29 106.12 Kg/m29 42.796 Kg 29 - 30 106.12 Kg/m

30 42.796 Kg 30 - 31 106.12 Kg/m31 42.796 Kg 31 - 32 106.12 Kg/m32 42.796 Kg 32 - 33 106.12 Kg/m33 42.796 Kg 33 - 34 106.12 Kg/m34 42.796 Kg 34 - 35 106.12 Kg/m35 42.796 Kg 35 - 36 106.12 Kg/m36 42.796 Kg 36 - 37 106.12 Kg/m37 42.796 Kg 37 - 38 106.12 Kg/m38 42.796 Kg 38 - 39 106.12 Kg/m39 42.796 Kg 39 - 40 106.12 Kg/m40 42.796 Kg 40 - 41 106.12 Kg/m41 42.796 Kg 41 - 42 106.12 Kg/m42 42.796 Kg 42 - 43 106.12 Kg/m

43 42.796 Kg 43 - 44 106.12 Kg/m44 42.796 Kg 44 - 45 106.12 Kg/m45 42.796 Kg 45 - 46 106.12 Kg/m46 42.796 Kg 46 - 47 106.12 Kg/m47 42.796 Kg 47 - 48 106.12 Kg/m48 42.796 Kg 48 - 49 106.12 Kg/m49 42.796 Kg 49 - 50 106.12 Kg/m50 42.796 Kg 50 - 51 106.12 Kg/m51 42.796 Kg 51 - 52 106.12 Kg/m52 42.796 Kg 52 - 53 106.12 Kg/m53 42.796 Kg 53 - 54 106.12 Kg/m54 42.796 Kg 54 - 55 106.12 Kg/m55 42.796 Kg 55 - 56 106.12 Kg/m56 42.796 Kg 56 - 57 106.12 Kg/m57 42.796 Kg 57 - 58 106.12 Kg/m58 42.796 Kg 58 - 59 106.12 Kg/m59 42.796 Kg 59 - 60 106.12 Kg/m60 42.796 Kg 60 - 61 106.12 Kg/m61 42.796 Kg 61 - 62 106.12 Kg/m62 21.398 Kg

2610.556 2610.552 Kg/m

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EJES P PUNTUAL TRAMOS P / METRO1 10.699 Kg 1 - 2 53.06 Kg/m2 21.398 Kg 2 - 3 53.06 Kg/m3 21.398 Kg 3 - 4 53.06 Kg/m4 21.398 Kg 4 - 5 53.06 Kg/m5 21.398 Kg 5 - 6 53.06 Kg/m6 21.398 Kg 6 - 7 53.06 Kg/m7 21.398 Kg 7 - 8 53.06 Kg/m8 21.398 Kg 8 - 9 53.06 Kg/m9 21.398 Kg 9 - 10 53.06 Kg/m

10 21.398 Kg 10 - 11 53.06 Kg/m11 21.398 Kg 11 - 12 53.06 Kg/m12 21.398 Kg 12 - 13 53.06 Kg/m13 21.398 Kg 13 - 14 53.06 Kg/m14 21.398 Kg 14 - 15 53.06 Kg/m15 21.398 Kg 15 - 16 53.06 Kg/m16 21.398 Kg 16 - 17 53.06 Kg/m17 21.398 Kg 17 - 18 53.06 Kg/m18 21.398 Kg 18 - 19 53.06 Kg/m19 21.398 Kg 19 - 20 53.06 Kg/m20 21.398 Kg 20 - 21 53.06 Kg/m21 21.398 Kg 21 - 22 53.06 Kg/m

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22 21.398 Kg 22 - 23 53.06 Kg/m23 21.398 Kg 23 - 24 53.06 Kg/m24 21.398 Kg 24 - 25 53.06 Kg/m25 21.398 Kg 25 - 26 53.06 Kg/m26 21.398 Kg 26 - 27 53.06 Kg/m27 21.398 Kg 27 - 28 53.06 Kg/m28 21.398 Kg 28 - 29 53.06 Kg/m29 21.398 Kg 29 - 30 53.06 Kg/m

30 21.398 Kg 30 - 31 53.06 Kg/m31 21.398 Kg 31 - 32 53.06 Kg/m32 21.398 Kg 32 - 33 53.06 Kg/m33 21.398 Kg 33 - 34 53.06 Kg/m34 21.398 Kg 34 - 35 53.06 Kg/m35 21.398 Kg 35 - 36 53.06 Kg/m36 21.398 Kg 36 - 37 53.06 Kg/m37 21.398 Kg 37 - 38 53.06 Kg/m38 21.398 Kg 38 - 39 53.06 Kg/m39 21.398 Kg 39 - 40 53.06 Kg/m40 21.398 Kg 40 - 41 53.06 Kg/m41 21.398 Kg 41 - 42 53.06 Kg/m42 21.398 Kg 42 - 43 53.06 Kg/m

43 21.398 Kg 43 - 44 53.06 Kg/m44 21.398 Kg 44 - 45 53.06 Kg/m45 21.398 Kg 45 - 46 53.06 Kg/m46 21.398 Kg 46 - 47 53.06 Kg/m47 21.398 Kg 47 - 48 53.06 Kg/m48 21.398 Kg 48 - 49 53.06 Kg/m49 21.398 Kg 49 - 50 53.06 Kg/m50 21.398 Kg 50 - 51 53.06 Kg/m51 21.398 Kg 51 - 52 53.06 Kg/m52 21.398 Kg 52 - 53 53.06 Kg/m53 21.398 Kg 53 - 54 53.06 Kg/m54 21.398 Kg 54 - 55 53.06 Kg/m55 21.398 Kg 55 - 56 53.06 Kg/m56 21.398 Kg 56 - 57 53.06 Kg/m57 21.398 Kg 57 - 58 53.06 Kg/m58 21.398 Kg 58 - 59 53.06 Kg/m59 21.398 Kg 59 - 60 53.06 Kg/m60 21.398 Kg 60 - 61 53.06 Kg/m61 21.398 Kg 61 - 62 53.06 Kg/m62 10.699 Kg

1305.278 1305 Kg/m

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