D=1.80mx3.3mm E=090 T=1_2 C-C.xlsx

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      lanilla de Fierro

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dime

    (mm) (m) ( za) a

    1 10 0.20 5 151´ 10 0.20 5 15

    2 10 0.20 5 15

    2´ 10 0.20 5 15

    3 10 0.20 9 15

    3´ 10 0.20 9 15

    4 10 0.20 9 15

    4´ 10 0.20 9 15

    5 10 0.20 2 15

    5´ 10 0.20 2 15

    6 10 0.20 9 156´ 10 0.20 9 15

    7 10 0.20 9 15

    7´ 10 0.20 9 15

    8 10 0.20 7 15

    9 12 0.24 2 660

      lanilla de Fierros (Dos

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dim

    (mm) (m) ( za) a

    1 8 0.20 19 2.24

    1a 8 0.20 4

    1b 8 0.20 4

    1c 8 0.15 12

    2 8 0.20 19 2

    2a 8 0.20 4

    2b 8 0.20 4

    2c 8 0.15 12

    3 10 8 5.94

    4 12 0.30 21 0.05

    5 12 0.25 10 0.09

    5a 10 0.15 17 0.5

    6 10 0.25 4 2.25

    6a 8 0.25 4 2.25

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    7 8 0.25 4

    7a 8 0.25 4

    8 12 2 0.2

    9 12 0.25 10 0.09

    9a 10 0.15 17 0.5

    10 10 0.25 4 2.25

    10a 8 0.25 4 2.25

    11 8 0.25 4

    11a 8 0.25 4

    12 12 2 0.2

    HORMIGÓN TIPO A

    Estructura Área (m2) Nº. VecesCABEZAL 6.095 0.30 2

    ZAPATA DE CABEZAL 2.88 0.30 2SUMIDERO 3.4762 1.00 0DENTELLÓN 0.1875 6 2

    LOSA 7.887 0.15 2MURO 1 0.47 0.15 2MURO 2 0.47 0.15 2

    Sub Tota

    HORMIGON TIPO E

    Estructura Área (m2) Nº. Veces

    ZAPATA DE CABEZALSUMIDERO 4.68 0.10 0

    LOSA 10.59 0.05 2

    Sub Tota

    !o"#. Per$.(m)

    !o"#. Per$.(m)

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    2.13 0.39

    2.13 0.39

    2.45 0.2

    1.92 0.95 0.09

    1.92 0.95 0.09

    2.13 0.39

    2.13 0.39

    2.45 0.2

    (Para Cuatro Aleros, os losas ! os e"tello"es)

    RES%MEN &A'EA!ES

    Vo. (m) *escr+$c+,"3.66   5.39   HORMIGÓN TIPO A1.73 ACERO0.002.25   4.902.370.14   L1 2.31   H1 0.85 H20.14   L1 2.31   H1 0.85 H2

    -.2/

    RES%MEN A!EROS0 !OSA0 *ENTE!!ÓN

    Vo. (m) *escr+$c+,"

    HORMIGÓN TIPO A0.00 ACERO1.06 HORMIGÓN TIPO E

    -.1

    RES%MEN &O!E&TOR*escr+$c+,"HORMIGÓN TIPO A

    ACEROHORMIGÓN TIPO E

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    B

    s*. : +0 ,

    s*. : 0 , 0.000

    1.50

    on-. To#. eso $eparai!n

    Peso Uni#.

    (m) (/-) (m)

    (/-)

    16.90 10.43 0.20   0.20   0.61713.20 8.14 0.25   0.25   0.617

    16.90 10.43 0.25   0.25   0.617

    13.20 8.14 0.20   0.20   0.617

    6.93 4.28 0.11   6.11   0.617

    6.93 4.28 0.15   0.15   0.617

    6.93 4.28 0.15   0.15   0.617

    6.93 4.28 0.20   0.617

    7.68 4.74 1.20   0.617

    7.68 4.74 2.20   0.617

    12.33 7.61 3.20   0.61712.33 7.61 4.20   0.617

    12.33 7.61 5.20   0.617

    12.33 7.61 6.20   0.617

    26.88 16.58 7.20   0.617

    13.20 11.72 9.20   0.888

    Sub Total (Kg) = 122.46

    Total (Kg) = 244.92 6.08

    )

    s*. : +0 ,

    on-. Uni#. on-. To#. eso

    Peso Uni#.

    (m) (m) (/-)

    (/-)

    2.39 45.41 17.94   0.395

    1.12 4.48 1.77   0.395

    1.12 4.48 1.77   0.395

    4.61 55.32 21.85   0.395

    2.00 38.00 15.01   0.395

    1.12 4.48 1.77   0.395

    1.12 4.48 1.77   0.395

    4.61 55.32 21.85   0.395

    5.94 47.52 29.32   0.617

    2.16 45.36 40.28   0.888

    1.62 16.15 14.34   0.888

    2.03 34.43 21.24   0.617

    2.25 9.00 5.55   0.617

    2.25 9.00 3.56   0.395

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    1.26 5.04 1.99   0.395

    1.26 5.04 1.99   0.395

    2.85 5.70 5.06   0.888

    1.62 16.15 14.34   0.888

    2.03 34.43 21.24   0.617

    2.25 9.00 5.55   0.617

    2.25 9.00 3.56   0.3951.26 5.04 1.99   0.395

    1.26 5.04 1.99   0.395

    2.85 5.70 5.06   0.888

    Sub Total (Kg) = 260.79

    Total (Kg) = #21.#9

    TIPO &3a$a *4-./m Es5. 6 º

    %"+7. &a"t+7a7!3 5.39"# 244.92

    1.851.85

    TIPO &3a$a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 4.90"# 521.59!3 1.06

    TIPO &3a$a *4-./m Es5. 6 º%"+7. &a"t+7a7!3 0.00"# 264.42!3 0.00

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    2.9002

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      lanilla de Fierros (Un a!n ole#or)

    apa D=1.80m s*. : +0

    Dimensiones (m)

    b d e -

    16 91 57 16 12130 210 130 210 15

    152 232 152 232 15

    58 12 130 210 130 58 12 12

    69 23 152 232 152 69 23 12

    48 8 210 48 8 12

    59 19 232 59 19 12

    26 6 210 26 6 12

    37 17 232 37 17 12

    220 190 208 220 190 12

    233 203 234 233 203 12230 208 230 12

    243 233 243 12

    68 23 14

    68 23 14

    67 22 128 231 14

    78 33 154 242 14

    231 128 231 14

    242 154 242 14

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    s*. : +0 ,

    s*. : 0 , 0.000

    on-. Uni#. on-. To#. eso $eparai!n

    (m) (m) (/-) (m)

    2.04 8.16 5.03 0.20   0.207.07 7.07 4.36 0.25   0.25

    7.95 15.90 9.81 0.25   0.25

    5.64 50.76 31.32 0.20   0.20

    6.52 58.68 36.21 0.11

    2.90 5.80 3.58 0.15   0.15

    3.34 6.68 4.12 0.15   0.15

    2.66 5.32 3.28 0.20

    3.10 6.20 3.83 1.20

    6.44 32.20 19.87 2.20

    6.96 34.80 21.47 3.206.94 13.88 8.56 4.20

    7.45 29.80 18.39 5.20

    0.74 6.62 4.08 6.20

    0.74 6.62 4.08 7.20

    4.32 38.84 23.96 9.20

    4.80 43.16 26.63 10.20

    6.18 12.36 7.63 10.20

    6.66 26.64 16.44 10.20

    6.63 13.26 11.77 11.20

    Sub Total (Kg) = 264.42

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    B B

    1.50 21.21

    Peso Uni#. Peso Uni#.

    (/-) (/-)

    0.617 0.6170.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.6170.617 0.617

    0.617

    0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.888

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      lanilla de Fierro

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dime

    (mm) (m) ( za) a

    1 10 0.20 5 151´ 10 0.20 5 15

    2 10 0.20 5 15

    2´ 10 0.20 5 15

    3 10 0.20 9 15

    3´ 10 0.20 9 15

    4 10 0.20 9 15

    4´ 10 0.20 9 15

    5 10 0.20 2 15

    5´ 10 0.20 2 15

    6 10 0.20 9 156´ 10 0.20 9 15

    7 10 0.20 9 15

    7´ 10 0.20 9 15

    8 10 0.20 7 15

    9 12 0.24 2 660

      lanilla de Fierros (Dos

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dim

    (mm) (m) ( za) a

    1 8 0.20 19 2.24

    1a 8 0.20 4

    1b 8 0.20 4

    1c 8 0.15 12

    2 8 0.20 19 2

    2a 8 0.20 4

    2b 8 0.20 4

    2c 8 0.15 12

    3 10 8 5.94

    4 12 0.30 21 0.05

    5 12 0.25 10 0.09

    5a 10 0.15 17 0.5

    6 10 0.25 4 2.25

    6a 8 0.25 4 2.25

    7 8 0.25 4

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    7a 8 0.25 4

    8 12 2 0.2

    9 12 0.25 10 0.09

    9a 10 0.15 17 0.5

    10 10 0.25 4 2.25

    10a 8 0.25 4 2.25

    11 8 0.25 4

    11a 8 0.25 4

    12 12 2 0.2

    HORMIGÓN TIPO A

    Estructura Área (m2) Nº. Veces

    CABEZAL 6.095 0.30 1ZAPATA DE CABEZAL 2.88 0.30 1

    SUMIDERO 3.4762 1.00 1DENTELLÓN 0.1875 6 1

    LOSA 7.887 0.15 1MURO 1 0.47 0.15 1MURO 2 0.47 0.15 1

    Sub Tota

    HORMIGON TIPO EEstructura Área (m2) Nº. Veces

    ZAPATA DE CABEZALSUMIDERO 5.13 0.05 1

    LOSA 10.59 0.05 1

    Sub Tota

    !o"#. Per$.(m)

    !o"#. Per$.(m)

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    s*. : +0 ,

    Dimensiones (m) on-. Uni#.

    b d e (m)

    234 74 15 3.38234 15 2.64

    234 74 15 3.38

    234 15 2.64

    24 70 15 0.77

    24 70 15 0.77

    24 70 15 0.77

    24 70 15 0.77

    354 15 3.84

    354 15 3.84

    84 130 15 1.3784 130 15 1.37

    84 130 15 1.37

    84 130 15 1.37

    354 15 3.84

    6.60

     

    (Dos %leros& 'na osa& 'n Den#ell!n)

    s*. : +0 ,

    Dimensiones (m)

    b d e

    0.15

    1.64 0.60

    1.64 0.60

    5.56 3.66

    1.64 0.6

    1.64 0.6

    5.56 3.66

    0.19 0.84 0.19 0.84 0.05

    1.92 0.95 0.09

    1.92 0.95 0.09

    2.13 0.39

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    2.13 0.39

    2.45 0.2

    1.92 0.95 0.09

    1.92 0.95 0.09

    2.13 0.39

    2.13 0.39

    2.45 0.2

    RES%MEN &A'EA!ES

    Vo. (m) *escr+$c+,"

    1.83   2.69   HORMIGÓN TIPO A0.86 ACERO3.481.13   2.451.180.07   L1 2.31   H1 0.85 H20.07   L1 2.31   H1 0.85 H2

    /.12

    RES%MEN A!EROS0 !OSA0 *ENTE!!ÓN

    Vo. (m) *escr+$c+,"

    HORMIGÓN TIPO A0.26 ACERO0.53 HORMIGÓN TIPO E

    .86

    RES%MEN &O!E&TOR

    *escr+$c+,"HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

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    B

    s*. : +0 ,

    s*. : 0 , 0.000

    1.50

    on-. To#. eso $eparai!n

    Peso Uni#.

    (m) (/-) (m)

    (/-)

    16.90 10.43 0.20   0.20   0.61713.20 8.14 0.25   0.25   0.617

    16.90 10.43 0.25   0.25   0.617

    13.20 8.14 0.20   0.20   0.617

    6.93 4.28 0.11   6.11   0.617

    6.93 4.28 0.15   0.15   0.617

    6.93 4.28 0.15   0.15   0.617

    6.93 4.28 0.20   0.617

    7.68 4.74 1.20   0.617

    7.68 4.74 2.20   0.617

    12.33 7.61 3.20   0.61712.33 7.61 4.20   0.617

    12.33 7.61 5.20   0.617

    12.33 7.61 6.20   0.617

    26.88 16.58 7.20   0.617

    13.20 11.72 9.20   0.888

    Sub Total (Kg) = 122.46

    6.08

    )

    s*. : +0 ,

    on-. Uni#. on-. To#. eso

    Peso Uni#.

    (m) (m) (/-)

    (/-)

    2.39 45.41 17.94   0.395

    1.12 4.48 1.77   0.395

    1.12 4.48 1.77   0.395

    4.61 55.32 21.85   0.395

    2.00 38.00 15.01   0.395

    1.12 4.48 1.77   0.395

    1.12 4.48 1.77   0.395

    4.61 55.32 21.85   0.395

    5.94 47.52 29.32   0.617

    2.16 45.36 40.28   0.888

    1.62 16.15 14.34   0.888

    2.03 34.43 21.24   0.617

    2.25 9.00 5.55   0.617

    2.25 9.00 3.56   0.395

    1.26 5.04 1.99   0.395

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    1.26 5.04 1.99   0.395

    2.85 5.70 5.06   0.888

    1.62 16.15 14.34   0.888

    2.03 34.43 21.24   0.617

    2.25 9.00 5.55   0.617

    2.25 9.00 3.56   0.395

    1.26 5.04 1.99   0.3951.26 5.04 1.99   0.395

    2.85 5.70 5.06   0.888

    Sub Total (Kg) = 260.79

    TIPO &3a$a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 2.69"# 122.46

    1.851.85

    TIPO &3a$a *4-./m Es5. 6 º%"+7. &a"t+7a7

    !3 2.45"# 260.79!3 0.53

    TIPO &3a$a *4-./m Es5. 6 º

    %"+7. &a"t+7a7!3 3.48"# 264.42!3 0.26

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    H  lanilla de Fi

    1.5TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad

    (mm) (m) ( za) a

    1 10 0.20 4 122 10 0.20 1 12

    2´ 10 0.20 2 12

    3 10 0.20 9 12

    3´ 10 0.20 9 12

    4 10 0.20 2 12

    4´ 10 0.20 2 12

    5 10 0.20 2 12

    5´ 10 0.20 2 12

    6 10 0.20 5 14

    6´ 10 0.20 5 147 10 0.20 2 14

    7´ 10 0.20 4 14

    8 10 0.20 9 14

    8´ 10 0.20 9 14

    9 10 0.20 9 14

    9´ 10 0.20 9 14

    10 10 0.20 2 14

    10´ 10 0.20 4 14

    11 12 0.20 2 663

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    2.9002

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      lanilla de Fierros (Un a!n ole#or)

    apa D=1.80m s*. : +0

    Dimensiones (m)

    b d e -

    16 91 57 16 12130 210 130 210 15

    152 232 152 232 15

    58 12 130 210 130 58 12 12

    69 23 152 232 152 69 23 12

    48 8 210 48 8 12

    59 19 232 59 19 12

    26 6 210 26 6 12

    37 17 232 37 17 12

    220 190 208 220 190 12

    233 203 234 233 203 12230 208 230 12

    243 233 243 12

    68 23 14

    68 23 14

    67 22 128 231 14

    78 33 154 242 14

    231 128 231 14

    242 154 242 14

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    s*. : +0 ,

    s*. : 0 , 0.000

    on-. Uni#. on-. To#. eso $eparai!n

    (m) (m) (/-) (m)

    2.04 8.16 5.03 0.20   0.207.07 7.07 4.36 0.25   0.25

    7.95 15.90 9.81 0.25   0.25

    5.64 50.76 31.32 0.20   0.20

    6.52 58.68 36.21 0.11

    2.90 5.80 3.58 0.15   0.15

    3.34 6.68 4.12 0.15   0.15

    2.66 5.32 3.28 0.20

    3.10 6.20 3.83 1.20

    6.44 32.20 19.87 2.20

    6.96 34.80 21.47 3.206.94 13.88 8.56 4.20

    7.45 29.80 18.39 5.20

    0.74 6.62 4.08 6.20

    0.74 6.62 4.08 7.20

    4.32 38.84 23.96 9.20

    4.80 43.16 26.63 10.20

    6.18 12.36 7.63 10.20

    6.66 26.64 16.44 10.20

    6.63 13.26 11.77 11.20

    Sub Total (Kg) = 264.42

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    B B

    1.50 21.21

    Peso Uni#. Peso Uni#.

    (/-) (/-)

    0.617 0.6170.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.6170.617 0.617

    0.617

    0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.617 0.617

    0.888

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      lanilla de Fierros (U

    TI O : Chapa D=1.80m

      os.

    Di"me#ro $eparai!n Can#idad Dimensiones (

    (mm) (m) ( za) a b

    1 10 0.20 6 15 2341´ 10 0.20 5 15 234

    2 10 0.20 6 15 234

    2´ 10 0.20 7 15 234

    3 10 0.20 9 24 24

    3´ 10 0.20 9 24 24

    4 10 0.20 9 24 24

    5 10 0.20 2 15 382

    5´ 10 0.20 2 15 382

    6 10 0.20 9 15 89

    6´ 10 0.20 9 15 89

    7 10 0.20 9 15 89

    7´ 10 0.20 9 15 89

    8 10 0.20 7 15 382

    9 12 0.24 2 700

      lanilla de Fierros (Dos %le

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimensiones

    (mm) (m) ( za) a b

    1 8 0.20 20 2.24 0.15

    1a 8 0.20 0

    1b 8 0.20 12 1.94

    1c 8 0.15 12 6.54

    2 8 0.20 20 1.94

    2a 8 0.20 0

    2b 8 0.20 12 1.94

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    2c 8 0.15 9 6.54

    3 10 4 7.05

    4 12 0.30 25 0.05 0.19

    5 12 0.25 9 0.09 1.92

    5a 10 0.15 14 0.5 1.92

    6 10 0.25 4 1.95 0.3

    6a 8 0.25 4 1.95 0.3

    7 8 0.25 4 0.3 1.84

    7a 8 0.25 4 0.3 1.84

    8 12 2 0.2

    9 12 0.25 15 0.09 1.92

    9a 10 0.15 24 0.5 1.92

    10 10 0.25 4 3.43 0.3

    10a 8 0.25 4 3.43 0.311 8 0.25 4 0.3 3.23

    11a 8 0.25 4 0.3 3.23

    12 12 2 0.2

    HORMIGÓN TIPO A

    Estructura Área (m2)

    CABEZAL 5.34 0.30 1 1.60ZAPATA DE CABEZAL 3.104 0.30 1 0.93

    SUMIDERO 4.67 1.00 1 4.67DENTELLÓN 0.1125 7.11 1 0.80

    LOSA 9.233 0.15 1 1.38MURO 1 0.41 0.15 1 0.06MURO 2 0.71 0.15 1 0.11

    Sub Tota 6.91

    HORMIGON TIPO E

    Estructura Área (m2)

    ZAPATA DE CABEZALSUMIDERO 6.4 0.05 1 0.32

    LOSA 12.063 0.05 1 0.60

    Sub Tota .62

    !o"#. Per$.(m) Nº.Veces Vo.(m)

    !o"#. Per$.(m)

    Nº.Veces

    Vo.(m)

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    !$%&' 3 2.8 0.2 1.68 22.807 0.2 0.5614 (1

    )*'+ ,- 2.6 1.2 0.2 0.624 1!$%&' 1.2 2.8 0.2 0.672 2/,-+* 1.2 0.4 0.2 0.096 (1

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    s*. : 11 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    b d e (m) (m)

    15 2.64 15.8474 15 3.38 16.90

    15 2.64 15.84

    74 15 3.38 23.66

    59 24 6 6 1.02 9.18

    59 74 15 6 1.61 14.49

    59 24 6 6 1.43 12.87

    15 4.12 8.24

    15 4.12 8.24

    139 30 1.59 14.31

    139 30 1.59 14.31

    139 30 1.59 14.31

    139 30 1.59 14.31

    15 4.12 28.84

    7.00 14.00

    Sub Total

    (Dos %leros& 'na osa& 'n Den#ell!n)

    s*. : 11 ,

    Dimensiones (m) on-. Uni#.

    b d e (m)

    2.39

    0.00

    0.60 1.27

    4.02 5.28

    1.94

    0.00

    0.6 1.27

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    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    3.36(0.560.621.34(0.10

    4.67

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      eso

    Peso Uni#.

    (/-)

    (/-)

    9.77   0.61710.43   0.617

    9.77   0.617

    14.60   0.617

    5.66   0.617

    8.94   0.617

    7.94   0.617

    5.08   0.617

    5.08   0.617

    8.83   0.617

    8.83   0.617

    8.83   0.617

    8.83   0.617

    17.79   0.617

    12.43   0.888

    Kg) = 142.$1

    on-. To#. eso

    Peso Uni#.

    (m) (/-)

    (/-)

    47.80 18.88   0.395

    0.00 0.00   0.395

    15.24 6.02   0.395

    63.36 25.03   0.395

    38.80 15.33   0.395

    0.00 0.00   0.395

    15.24 6.02   0.395

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    50.63 20.00   0.395

    28.20 17.40   0.617

    31.50 27.97   0.888

    14.54 12.91   0.888

    28.35 17.49   0.617

    9.00 5.55   0.617

    9.00 3.56   0.395

    5.56 2.20   0.395

    5.56 2.20   0.395

    5.16 4.58   0.888

    24.23 21.51   0.888

    48.60 29.99   0.617

    14.92 9.21   0.617

    14.92 5.89   0.3958.88 3.51   0.395

    8.88 3.51   0.395

    7.94 7.05   0.888

    Sub Total (Kg) = 26#.79

    a *4-./m Es5. --9 º

    %"+7. &a"t+7a7

    !3 2.53"# 142.81

    a *4-./m Es5. --9 º

    %"+7. &a"t+7a7

    !3 2.35"# 265.79!3 0.60

    a *4-./m Es5. --9 º%"+7. &a"t+7a7

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    !3 4.67"# 364.82!3 0.32

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      lanilla de Fierros (Un

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimension

    (mm) (m) ( za) a b

    1 10 0.20 13 141´ 10 0.20 16 20

    2 10 0.20 7 13

    2´ 10 0.20 9 20

    3 10 0.20 22 20

    3´ 10 0.20 22 20

    4 10 0.20 4 20 58 18

    4´ 10 0.20 4 20 69 29

    5 10 0.20 4 20 31 11

    5´ 10 0.20 4 20 42 22

    6 10 0.20 10 14 262 232

    6´ 10 0.20 10 14 262 232

    7 10 0.20 4 14

    7´ 10 0.20 8 14

    8 10 0.20 18 20 83 32

    8´ 10 0.20 18 20 94 44

    9 10 0.20 17 20

    9´ 10 0.20 17 20

    10 10 0.20 17 14

    10´ 10 0.20 20 14

    11 10 0.20 9 14 69 34

    12 10 0.20 9 14 89 54

    13 12 0.14 2 700

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    2.9002

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    40/136

    .

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    41/136

    Dimensiones (m) on-. Uni#. on-. To#.

    d e (m) (m)

    154 14 1.82 23.66154 20 1.94 31.04

    294 13 3.20 22.40

    294 20 3.34 30.06

    130 20 1.70 37.40

    152 20 1.92 42.24

    0.58 2.32

    0.69 2.76

    0.41 1.64

    0.52 2.08

    20 2.81 28.10

    20 2.81 28.10

    273 20 3.07 12.28

    273 20 3.07 24.56

    0.78 14.04

    0.89 16.02

    270 20 3.10 52.70

    292 20 3.32 56.44

    274 20 3.08 52.36

    274 20 3.08 61.60

    14 6 6 69 34 1.43 12.87

    14 6 6 89 54 1.83 16.47

    7.00 14.00

    Sub Total (

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      eso

    Peso Uni#.

    (/-)

    (/-)

    14.60   0.61719.15   0.617

    13.82   0.617

    18.55   0.617

    23.08   0.617

    26.06   0.617

    1.43   0.617

    1.70   0.617

    1.01   0.617

    1.28   0.617

    17.34   0.617

    17.34   0.617

    7.58   0.617

    15.15   0.617

    8.66   0.617

    9.88   0.617

    32.52   0.617

    34.82   0.617

    32.31   0.617

    38.01   0.617

    7.94   0.617

    10.16   0.617

    12.43   0.888

    g) = %64.$2

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      lanilla de Fierros (U

    TI O : Chapa D=1.80m

      os.

    Di"me#ro $eparai!n Can#idad Dimensiones (

    (mm) (m) ( za) a b

    1 10 0.20 6 15 2341´ 10 0.20 5 15 234

    2 10 0.20 6 15 234

    2´ 10 0.20 7 15 234

    3 10 0.20 9 24 24

    3´ 10 0.20 9 24 24

    4 10 0.20 9 24 24

    5 10 0.20 2 15 382

    5´ 10 0.20 2 15 382

    6 10 0.20 9 15 84

    6´ 10 0.20 9 15 84

    7 10 0.20 9 15 84

    7´ 10 0.20 9 15 84

    8 10 0.20 7 15 382

    9 12 0.24 2 700

      lanilla de Fierros (Dos %le

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimensiones

    (mm) (m) ( za) a b

    1 8 0.20 20 2.24 0.15

    1a 8 0.20 0

    1b 8 0.20 15 1.94

    1c 8 0.15 12 6.86

    2 8 0.20 20 1.94

    2a 8 0.20 0

    2b 8 0.20 15 1.94

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    2c 8 0.15 12 6.86

    3 10 4 7.43

    4 12 0.30 26 0.05 0.19

    5 12 0.25 9 0.09 1.92

    5a 10 0.15 14 0.5 1.92

    6 10 0.25 4 1.94 0.3

    6a 8 0.25 4 1.94 0.3

    7 8 0.25 4 0.3 1.83

    7a 8 0.25 4 0.3 1.83

    8 12 2 0.2

    9 12 0.25 17 0.09 1.92

    9a 10 0.15 27 0.5 1.92

    10 10 0.25 4 3.94 0.3

    10a 8 0.25 4 3.94 0.311 8 0.25 4 0.3 3.71

    11a 8 0.25 4 0.3 3.71

    12 12 2 0.2

    HORMIGÓN TIPO A

    Estructura Área (m2)

    CABEZAL 5.34 0.30 2 3.20ZAPATA DE CABEZAL 3.104 0.30 2 1.86

    SUMIDERO 4.67 1.00 0 0.00DENTELLÓN 0.1125 7.49 2 1.69

    LOSA 7.769 0.15 2 2.33MURO 1 0.41 0.15 2 0.12MURO 2 0.81 0.15 2 0.24

    Sub Tota 6.:9

    HORMIGON TIPO E

    Estructura Área (m2)

    ZAPATA DE CABEZALSUMIDERO 6.4 0.05 0 0.00

    LOSA 12.396 0.05 2 1.24

    Sub Tota -.2:

    !o"#. Per$.(m)

    Nº.Veces

    Vo.(m)

    !o"#. Per$.(m)

    Nº.Veces

    Vo.(m)

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    !$%&' 3 2.8 0.2 1.68 22.807 0.2 0.5614 (1

    )*'+ ,- 2.6 1.2 0.2 0.624 1!$%&' 1.2 2.8 0.2 0.672 2/,-+* 1.2 0.4 0.2 0.096 (1

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    s*. : 120 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    b d e (m) (m)

    15 2.64 15.8474 15 3.38 16.90

    15 2.64 15.84

    74 15 3.38 23.66

    55 24 6 6 1.00 9.00

    55 74 15 6 1.59 14.31

    55 24 6 6 1.39 12.51

    15 4.12 8.24

    15 4.12 8.24

    136 30 1.55 13.95

    136 30 1.55 13.95

    136 30 1.55 13.95

    136 30 1.55 13.95

    15 4.12 28.84

    7.00 14.00

    Sub Total

    Para os Cabezales Total

    (Dos %leros& 'na osa& 'n Den#ell!n)

    s*. : 120 ,

    Dimensiones (m) on-. Uni#.

    b d e (m)

    2.39

    0.00

    0.32 1.13

    4.00 5.43

    1.94

    0.00

    0.32 1.13

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    4.00 5.43

    7.43

    0.39 0.19 0.39 0.05 1.26

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.24

    2.24

    0.33 1.38

    0.33 1.38

    2.17 0.2 2.57

    0.95 0.09 1.62

    0.95 0.09 2.03

    4.24

    4.240.71 2.51

    0.71 2.51

    4.06 0.2 4.46

     

    Para os

    RES%MEN &A'EA!ES TIPO &3a

    *escr+$c+,"

    5.07   HORMIGÓN TIPO AACERO

    4.38

    L1 2   H1 0.85 H2 1.85L1 4   H1 0.85 H2 1.85

    RES%MEN A!EROS0 !OSA0 *ENTE!!ÓN TIPO &3a

    *escr+$c+,"

    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    RES%MEN &O!E&TOR TIPO &3a*escr+$c+,"

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    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    3.36(0.560.621.34(0.10

    4.67

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      eso

    Peso Uni#.

    (/-)

    (/-)

    9.77   0.61710.43   0.617

    9.77   0.617

    14.60   0.617

    5.55   0.617

    8.83   0.617

    7.72   0.617

    5.08   0.617

    5.08   0.617

    8.61   0.617

    8.61   0.617

    8.61   0.617

    8.61   0.617

    17.79   0.617

    12.43   0.888

    Kg) = 141.49

    Kg) = 2$2.9$

    on-. To#. eso

    Peso Uni#.

    (m) (/-)

    (/-)

    47.80 18.88   0.395

    0.00 0.00   0.395

    16.95 6.70   0.395

    65.16 25.74   0.395

    38.80 15.33   0.395

    0.00 0.00   0.395

    16.95 6.70   0.395

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    65.16 25.74   0.395

    29.72 18.34   0.617

    32.76 29.09   0.888

    14.58 12.95   0.888

    28.42 17.54   0.617

    8.96 5.53   0.617

    8.96 3.54   0.395

    5.52 2.18   0.395

    5.52 2.18   0.395

    5.14 4.56   0.888

    27.54 24.46   0.888

    54.81 33.82   0.617

    16.96 10.46   0.617

    16.96 6.70   0.39510.04 3.97   0.395

    10.04 3.97   0.395

    8.92 7.92   0.888

    Sub Total (Kg) = 2$6.%0

    Cabezales Total (Kg) = #72.60

    a *4-./m Es5. -2 º

    %"+7. &a"t+7a7

    !3 5.07"# 282.98

    a *4-./m Es5. -2 º

    %"+7. &a"t+7a7

    !3 4.38"# 572.60!3 1.24

    a *4-./m Es5. -2 º%"+7. &a"t+7a7

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    !3 0.00"# 364.82!3 0.00

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      lanilla de Fierros (Un

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimension

    (mm) (m) ( za) a b

    1 10 0.20 13 141´ 10 0.20 16 20

    2 10 0.20 7 13

    2´ 10 0.20 9 20

    3 10 0.20 22 20

    3´ 10 0.20 22 20

    4 10 0.20 4 20 58 18

    4´ 10 0.20 4 20 69 29

    5 10 0.20 4 20 31 11

    5´ 10 0.20 4 20 42 22

    6 10 0.20 10 14 262 232

    6´ 10 0.20 10 14 262 232

    7 10 0.20 4 14

    7´ 10 0.20 8 14

    8 10 0.20 18 20 83 32

    8´ 10 0.20 18 20 94 44

    9 10 0.20 17 20

    9´ 10 0.20 17 20

    10 10 0.20 17 14

    10´ 10 0.20 20 14

    11 10 0.20 9 14 69 34

    12 10 0.20 9 14 89 54

    13 12 0.14 2 700

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    2.9002

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    58/136

    .

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    59/136

    s*. : 120 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    d e (m) (m)

    154 14 1.82 23.66154 20 1.94 31.04

    294 13 3.20 22.40

    294 20 3.34 30.06

    130 20 1.70 37.40

    152 20 1.92 42.24

    0.58 2.32

    0.69 2.76

    0.41 1.64

    0.52 2.08

    20 2.81 28.10

    20 2.81 28.10

    273 20 3.07 12.28

    273 20 3.07 24.56

    0.78 14.04

    0.89 16.02

    270 20 3.10 52.70

    292 20 3.32 56.44

    274 20 3.08 52.36

    274 20 3.08 61.60

    14 6 6 69 34 1.43 12.87

    14 6 6 89 54 1.83 16.47

    7.00 14.00

    Sub Total (

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      eso

    Peso Uni#.

    (/-)

    (/-)

    14.60   0.61719.15   0.617

    13.82   0.617

    18.55   0.617

    23.08   0.617

    26.06   0.617

    1.43   0.617

    1.70   0.617

    1.01   0.617

    1.28   0.617

    17.34   0.617

    17.34   0.617

    7.58   0.617

    15.15   0.617

    8.66   0.617

    9.88   0.617

    32.52   0.617

    34.82   0.617

    32.31   0.617

    38.01   0.617

    7.94   0.617

    10.16   0.617

    12.43   0.888

    g) = %64.$2

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    64/136

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    65/136

      lanilla de Fierros (U

    TI O : Chapa D=1.80m

      os.

    Di"me#ro $eparai!n Can#idad Dimensiones (

    (mm) (m) ( za) a b

    1 10 0.20 5 15 2341´ 10 0.20 5 15 234

    2 10 0.20 5 15 234

    2´ 10 0.20 5 15 234

    3 10 0.20 9 24 24

    3´ 10 0.20 9 24 24

    4 10 0.20 9 24 24

    5 10 0.20 2 15 354

    5´ 10 0.20 2 15 354

    6 10 0.20 9 15 84

    6´ 10 0.20 9 15 84

    7 10 0.20 9 15 84

    7´ 10 0.20 9 15 84

    8 10 0.20 7 15 354

    9 12 0.24 2 660

      lanilla de Fierros (Dos %le

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimensiones

    (mm) (m) ( za) a b

    1 8 0.20 19 2.24 0.15

    1a 8 0.20 4 1.29

    1b 8 0.20 4 1.29

    1c 8 0.15 12 5.56

    2 8 0.20 20 1.94

    2a 8 0.20 4 1.29

    2b 8 0.20 4 1.29

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    2c 8 0.15 12 5.56

    3 10 4 5.94

    4 12 0.30 21 0.05 0.19

    5 12 0.25 10 0.09 1.92

    5a 10 0.15 16 0.5 1.92

    6 10 0.25 4 2.25 0.3

    6a 8 0.25 4 2.25 0.3

    7 8 0.25 4 0.3 2.13

    7a 8 0.25 4 0.3 2.13

    8 12 2 0.2

    9 12 0.25 10 0.09 1.92

    9a 10 0.15 16 0.5 1.92

    10 10 0.25 4 2.25 0.3

    10a 8 0.25 4 2.25 0.311 8 0.25 4 0.3 2.13

    11a 8 0.25 4 0.3 2.13

    12 12 2 0.2

    HORMIGÓN TIPO A

    Estructura Área (m2)

    CABEZAL 4.752 0.30 2 2.85ZAPATA DE CABEZAL 2.88 0.30 2 1.73

    SUMIDERO 4.67 1.00 0 0.00DENTELLÓN 0.1125 6.00 2 1.35

    LOSA 6.424 0.15 2 1.93MURO 1 0.47 0.15 2 0.14MURO 2 0.47 0.15 2 0.14

    Sub Tota /.-:

    HORMIGON TIPO E

    Estructura Área (m2)

    ZAPATA DE CABEZALSUMIDERO 6.4 0.05 0 0.00

    LOSA 10.59 0.05 2 1.06

    Sub Tota -.1

    !o"#. Per$.(m)

    Nº.Veces

    Vo.(m)

    !o"#. Per$.(m)

    Nº.Veces

    Vo.(m)

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    !$%&' 3 2.8 0.2 1.68 22.807 0.2 0.5614 (1

    )*'+ ,- 2.6 1.2 0.2 0.624 1!$%&' 1.2 2.8 0.2 0.672 2/,-+* 1.2 0.4 0.2 0.096 (1

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    s*. : +0 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    b d e (m) (m)

    15 2.64 13.2074 15 3.38 16.90

    15 2.64 13.20

    74 15 3.38 16.90

    70 24 6 6 1.07 9.63

    70 74 15 6 1.66 14.94

    70 24 6 6 1.54 13.86

    15 3.84 7.68

    15 3.84 7.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    15 3.84 26.88

    6.60 13.20

    Sub Total

    Para os Cabezales Total

    (Dos %leros& 'na osa& 'n Den#ell!n)

    s*. : +0 ,

    Dimensiones (m) on-. Uni#.

    b d e (m)

    2.39

    0.60 1.89

    0.60 0.95

    3.66 4.61

    1.94

    0.6 0.95

    0.6 0.95

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    3.66 4.61

    5.94

    0.39 0.19 0.39 0.05 1.26

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.55

    2.55

    0.39 1.56

    0.39 1.56

    2.45 0.2 2.85

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.55

    2.550.39 1.56

    0.39 1.56

    2.45 0.2 2.85

     

    Para os

    RES%MEN &A'EA!ES TIPO &3a

    *escr+$c+,"

    4.58   HORMIGÓN TIPO AACERO

    3.56

    L1 2.31   H1 0.85 H2 1.85L1 2.31   H1 0.85 H2 1.85

    RES%MEN A!EROS0 !OSA0 *ENTE!!ÓN TIPO &3a

    *escr+$c+,"

    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    RES%MEN &O!E&TOR TIPO &3a*escr+$c+,"

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    70/136

    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    3.36(0.560.621.34(0.10

    4.67

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    71/136

      eso

    Peso Uni#.

    (/-)

    (/-)

    8.14   0.61710.43   0.617

    8.14   0.617

    10.43   0.617

    5.94   0.617

    9.22   0.617

    8.55   0.617

    4.74   0.617

    4.74   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    16.58   0.617

    11.72   0.888

    Kg) = 1%2.%9

    Kg) = 264.7$

    on-. To#. eso

    Peso Uni#.

    (m) (/-)

    (/-)

    45.41 17.94   0.395

    7.56 2.99   0.395

    3.80 1.50   0.395

    55.32 21.85   0.395

    38.80 15.33   0.395

    3.78 1.49   0.395

    3.80 1.50   0.395

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    55.32 21.85   0.395

    23.76 14.66   0.617

    26.46 23.50   0.888

    16.20 14.39   0.888

    32.48 20.04   0.617

    10.20 6.29   0.617

    10.20 4.03   0.395

    6.24 2.46   0.395

    6.24 2.46   0.395

    5.70 5.06   0.888

    16.20 14.39   0.888

    32.48 20.04   0.617

    10.20 6.29   0.617

    10.20 4.03   0.3956.24 2.46   0.395

    6.24 2.46   0.395

    5.70 5.06   0.888

    Sub Total (Kg) = 2%2.07

    Cabezales Total (Kg) = 464.14

    a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 4.58"# 264.78

    a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 3.56"# 464.14!3 1.06

    a *4-./m Es5. 6 º%"+7. &a"t+7a7

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    73/136

    !3 0.00"# 364.82!3 0.00

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    74/136

      lanilla de Fierros (Un

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimension

    (mm) (m) ( za) a b

    1 10 0.20 13 141´ 10 0.20 16 20

    2 10 0.20 7 13

    2´ 10 0.20 9 20

    3 10 0.20 22 20

    3´ 10 0.20 22 20

    4 10 0.20 4 20 58 18

    4´ 10 0.20 4 20 69 29

    5 10 0.20 4 20 31 11

    5´ 10 0.20 4 20 42 22

    6 10 0.20 10 14 262 232

    6´ 10 0.20 10 14 262 232

    7 10 0.20 4 14

    7´ 10 0.20 8 14

    8 10 0.20 18 20 83 32

    8´ 10 0.20 18 20 94 44

    9 10 0.20 17 20

    9´ 10 0.20 17 20

    10 10 0.20 17 14

    10´ 10 0.20 20 14

    11 10 0.20 9 14 69 34

    12 10 0.20 9 14 89 54

    13 12 0.14 2 700

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    75/136

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    76/136

    .

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    77/136

    s*. : +0 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    d e (m) (m)

    154 14 1.82 23.66154 20 1.94 31.04

    294 13 3.20 22.40

    294 20 3.34 30.06

    130 20 1.70 37.40

    152 20 1.92 42.24

    0.58 2.32

    0.69 2.76

    0.41 1.64

    0.52 2.08

    20 2.81 28.10

    20 2.81 28.10

    273 20 3.07 12.28

    273 20 3.07 24.56

    0.78 14.04

    0.89 16.02

    270 20 3.10 52.70

    292 20 3.32 56.44

    274 20 3.08 52.36

    274 20 3.08 61.60

    14 6 6 69 34 1.43 12.87

    14 6 6 89 54 1.83 16.47

    7.00 14.00

    Sub Total (

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    78/136

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    79/136

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    80/136

      eso

    Peso Uni#.

    (/-)

    (/-)

    14.60   0.61719.15   0.617

    13.82   0.617

    18.55   0.617

    23.08   0.617

    26.06   0.617

    1.43   0.617

    1.70   0.617

    1.01   0.617

    1.28   0.617

    17.34   0.617

    17.34   0.617

    7.58   0.617

    15.15   0.617

    8.66   0.617

    9.88   0.617

    32.52   0.617

    34.82   0.617

    32.31   0.617

    38.01   0.617

    7.94   0.617

    10.16   0.617

    12.43   0.888

    g) = %64.$2

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    81/136

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    82/136

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    83/136

      lanilla de Fierros (U

    TI O : Chapa D=1.80m

      os.

    Di"me#ro $eparai!n Can#idad Dimensiones (

    (mm) (m) ( za) a b

    1 10 0.20 5 15 2341´ 10 0.20 5 15 234

    2 10 0.20 5 15 234

    2´ 10 0.20 5 15 234

    3 10 0.20 9 24 24

    3´ 10 0.20 9 24 24

    4 10 0.20 9 24 24

    5 10 0.20 2 15 354

    5´ 10 0.20 2 15 354

    6 10 0.20 9 15 84

    6´ 10 0.20 9 15 84

    7 10 0.20 9 15 84

    7´ 10 0.20 9 15 84

    8 10 0.20 7 15 354

    9 12 0.24 2 660

      lanilla de Fierros (Dos %le

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimensiones

    (mm) (m) ( za) a b

    1 8 0.20 19 2.24 0.15

    1a 8 0.20 4 1.29

    1b 8 0.20 4 1.29

    1c 8 0.15 12 5.56

    2 8 0.20 20 1.94

    2a 8 0.20 4 1.29

    2b 8 0.20 4 1.29

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    2c 8 0.15 12 5.56

    3 10 12 5.94

    4 12 0.30 42 0.19 1.19

    5 12 0.25 10 0.09 1.92

    5a 10 0.15 16 0.5 1.92

    6 10 0.25 4 2.25 0.3

    6a 8 0.25 4 2.25 0.3

    7 8 0.25 4 0.3 2.13

    7a 8 0.25 4 0.3 2.13

    8 12 2 0.2

    9 12 0.25 10 0.09 1.92

    9a 10 0.15 16 0.5 1.92

    10 10 0.25 4 2.25 0.3

    10a 8 0.25 4 2.25 0.311 8 0.25 4 0.3 2.13

    11a 8 0.25 4 0.3 2.13

    12 12 2 0.2

    HORMIGÓN TIPO A

    Estructura Área (m2)

    CABEZAL 4.752 0.30 1 1.43ZAPATA DE CABEZAL 2.88 0.30 1 0.86

    SUMIDERO 4.72 1.00 1 4.72DENTELLÓN 0.3125 6.00 1 1.88

    LOSA 6.424 0.15 1 0.96MURO 1 0.47 0.15 1 0.07MURO 2 0.47 0.15 1 0.07

    Sub Tota 6.66

    HORMIGON TIPO E

    Estructura Área (m2)

    ZAPATA DE CABEZALSUMIDERO 6.4 0.05 1 0.32

    LOSA 10.59 0.05 1 0.53

    Sub Tota ./9

    !o"#. Per$.

    (m)

    Nº.

    Veces

    Vo.

    (m)

    !o"#. Per$.(m)

    Nº.Veces

    Vo.(m)

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    !$%&' 3 2.8 0.2 1.68 22.545 0.2 0.509 (1

    )*'+ ,- 2.6 1.2 0.2 0.624 1!$%&' 1.2 2.8 0.2 0.672 2/,-+* 1.2 0.4 0.2 0.096 (1

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    86/136

    s*. : +0 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    b d e (m) (m)

    15 2.64 13.2074 15 3.38 16.90

    15 2.64 13.20

    74 15 3.38 16.90

    70 24 6 6 1.07 9.63

    70 74 15 6 1.66 14.94

    70 24 6 6 1.54 13.86

    15 3.84 7.68

    15 3.84 7.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    15 3.84 26.88

    6.60 13.20

    Sub Total

    (Dos %leros& 'na osa& 'n Den#ell!n)

    s*. : +0 ,

    Dimensiones (m) on-. Uni#.

    b d e (m)

    2.39

    0.60 1.89

    0.60 0.95

    3.66 4.61

    1.94

    0.6 0.95

    0.6 0.95

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    3.66 4.61

    5.94

    0.19 1.57

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.55

    2.55

    0.39 1.56

    0.39 1.56

    2.45 0.2 2.85

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.55

    2.550.39 1.56

    0.39 1.56

    2.45 0.2 2.85

     

    RES%MEN &A'EA!ES TIPO &3a

    *escr+$c+,"

    2.29   HORMIGÓN TIPO AACERO

    2.98

    L1 2.31   H1 0.85 H2 1.85L1 2.31   H1 0.85 H2 1.85

    RES%MEN A!EROS0 !OSA0 *ENTE!!ÓN TIPO &3a

    *escr+$c+,"

    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    RES%MEN &O!E&TOR TIPO &3a*escr+$c+,"

    HORMIGÓN TIPO AACERO

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    HORMIGÓN TIPO E

    3.36(0.510.621.34(0.104.72

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    89/136

      eso

    Peso Uni#.

    (/-)

    (/-)

    8.14   0.61710.43   0.617

    8.14   0.617

    10.43   0.617

    5.94   0.617

    9.22   0.617

    8.55   0.617

    4.74   0.617

    4.74   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    16.58   0.617

    11.72   0.888

    Kg) = 1%2.%9

    on-. To#. eso

    Peso Uni#.

    (m) (/-)

    (/-)

    45.41 17.94   0.395

    7.56 2.99   0.395

    3.80 1.50   0.395

    55.32 21.85   0.395

    38.80 15.33   0.395

    3.78 1.49   0.395

    3.80 1.50   0.395

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    55.32 21.85   0.395

    71.28 43.98   0.617

    65.94 58.55   0.888

    16.20 14.39   0.888

    32.48 20.04   0.617

    10.20 6.29   0.617

    10.20 4.03   0.395

    6.24 2.46   0.395

    6.24 2.46   0.395

    5.70 5.06   0.888

    16.20 14.39   0.888

    32.48 20.04   0.617

    10.20 6.29   0.617

    10.20 4.03   0.3956.24 2.46   0.395

    6.24 2.46   0.395

    5.70 5.06   0.888

    Sub Total (Kg) = 296.44

    a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 2.29"# 132.39

    a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 2.98"# 296.44!3 0.53

    a *4-./m Es5. 6 º%"+7. &a"t+7a7

    !3 4.72"# 368.79

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    91/136

    !3 0.32

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    92/136

      lanilla de Fierros (Un

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimension

    (mm) (m) ( za) a b

    1 10 0.20 13 141´ 10 0.20 16 20

    2 10 0.20 7 13

    2´ 10 0.20 9 20

    3 10 0.20 22 20

    3´ 10 0.20 22 20

    4 10 0.20 4 20 58 18

    4´ 10 0.20 4 20 69 29

    5 10 0.20 4 20 31 11

    5´ 10 0.20 4 20 42 22

    6 10 0.20 10 14 262 232

    6´ 10 0.20 10 14 262 232

    7 10 0.20 4 14

    7´ 10 0.20 8 14

    8 10 0.20 18 20 88 42

    8´ 10 0.20 18 20 99 53

    9 10 0.20 17 20

    9´ 10 0.20 17 20

    10 10 0.20 17 14

    10´ 10 0.20 21 14

    11 10 0.20 9 14 80 34

    12 10 0.20 9 14 100 54

    13 12 0.14 2 660

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    93/136

    2.9002

  • 8/16/2019 D=1.80mx3.3mm E=090 T=1_2 C-C.xlsx

    94/136

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    95/136

    s*. : +0 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    d e (m) (m)

    154 14 1.82 23.66154 20 1.94 31.04

    294 13 3.20 22.40

    294 20 3.34 30.06

    130 20 1.70 37.40

    152 20 1.92 42.24

    0.58 2.32

    0.69 2.76

    0.41 1.64

    0.52 2.08

    20 2.81 28.10

    20 2.81 28.10

    273 20 3.07 12.28

    273 20 3.07 24.56

    0.85 15.30

    0.96 17.28

    270 20 3.10 52.70

    292 20 3.32 56.44

    274 20 3.08 52.36

    274 20 3.08 64.68

    14 6 6 80 34 1.54 13.86

    14 6 6 100 54 1.94 17.46

    6.60 13.20

    Sub Total (

  • 8/16/2019 D=1.80mx3.3mm E=090 T=1_2 C-C.xlsx

    96/136

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    97/136

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    98/136

      eso

    Peso Uni#.

    (/-)

    (/-)

    14.60   0.61719.15   0.617

    13.82   0.617

    18.55   0.617

    23.08   0.617

    26.06   0.617

    1.43   0.617

    1.70   0.617

    1.01   0.617

    1.28   0.617

    17.34   0.617

    17.34   0.617

    7.58   0.617

    15.15   0.617

    9.44   0.617

    10.66   0.617

    32.52   0.617

    34.82   0.617

    32.31   0.617

    39.91   0.617

    8.55   0.617

    10.77   0.617

    11.72   0.888

    g) = %6$.79

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    99/136

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    100/136

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    101/136

      lanilla de Fierros (U

    TI O : Chapa D=1.80m

      os.

    Di"me#ro $eparai!n Can#idad Dimensiones (

    (mm) (m) ( za) a b

    1 10 0.20 5 15 2341´ 10 0.20 5 15 234

    2 10 0.20 5 15 234

    2´ 10 0.20 5 15 234

    3 10 0.20 9 24 24

    3´ 10 0.20 9 24 24

    4 10 0.20 9 24 24

    5 10 0.20 2 15 354

    5´ 10 0.20 2 15 354

    6 10 0.20 9 15 84

    6´ 10 0.20 9 15 84

    7 10 0.20 9 15 84

    7´ 10 0.20 9 15 84

    8 10 0.20 7 15 354

    9 12 0.24 2 660

      lanilla de Fierros (Dos %le

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimensiones

    (mm) (m) ( za) a b

    1 8 0.20 19 2.24 0.15

    1a 8 0.20 4 1.29

    1b 8 0.20 4 1.29

    1c 8 0.15 12 5.56

    2 8 0.20 20 1.94

    2a 8 0.20 4 1.29

    2b 8 0.20 4 1.29

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    103/136

    2.5446900494

    !$%&' 3 2.8 0.2 1.68 22.545 0.2 0.509 (1

    )*'+ ,- 2.6 1.2 0.2 0.624 1!$%&' 1.2 2.8 0.2 0.672 2/,-+* 1.2 0.4 0.2 0.096 (1

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    104/136

    s*. : +0 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    b d e (m) (m)

    15 2.64 13.2074 15 3.38 16.90

    15 2.64 13.20

    74 15 3.38 16.90

    70 24 6 6 1.07 9.63

    70 74 15 6 1.66 14.94

    70 24 6 6 1.54 13.86

    15 3.84 7.68

    15 3.84 7.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    15 3.84 26.88

    6.60 13.20

    Sub Total

    (Dos %leros& 'na osa& 'n Den#ell!n)

    s*. : +0 ,

    Dimensiones (m) on-. Uni#.

    b d e (m)

    2.39

    0.60 1.89

    0.60 0.95

    3.66 4.61

    1.94

    0.6 0.95

    0.6 0.95

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    3.66 4.61

    5.94

    0.39 0.19 0.39 0.05 1.26

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.55

    2.55

    0.39 1.56

    0.39 1.56

    2.45 0.2 2.85

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.55

    2.550.39 1.56

    0.39 1.56

    2.45 0.2 2.85

     

    RES%MEN &A'EA!ES TIPO &3a

    *escr+$c+,"

    2.37   HORMIGÓN TIPO AACERO

    2.98

    L1 2.31   H1 0.85 H2 1.85L1 2.31   H1 0.85 H2 1.85

    RES%MEN A!EROS0 !OSA0 *ENTE!!ÓN TIPO &3a

    *escr+$c+,"

    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    RES%MEN &O!E&TOR TIPO &3a*escr+$c+,"

    HORMIGÓN TIPO AACERO

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    HORMIGÓN TIPO E

    3.36(0.510.621.34(0.104.72

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      eso

    Peso Uni#.

    (/-)

    (/-)

    8.14   0.61710.43   0.617

    8.14   0.617

    10.43   0.617

    5.94   0.617

    9.22   0.617

    8.55   0.617

    4.74   0.617

    4.74   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    16.58   0.617

    11.72   0.888

    Kg) = 1%2.%9

    on-. To#. eso

    Peso Uni#.

    (m) (/-)

    (/-)

    45.41 17.94   0.395

    7.56 2.99   0.395

    3.80 1.50   0.395

    55.32 21.85   0.395

    38.80 15.33   0.395

    3.78 1.49   0.395

    3.80 1.50   0.395

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    55.32 21.85   0.395

    23.76 14.66   0.617

    26.46 23.50   0.888

    16.20 14.39   0.888

    32.48 20.04   0.617

    10.20 6.29   0.617

    10.20 4.03   0.395

    6.24 2.46   0.395

    6.24 2.46   0.395

    5.70 5.06   0.888

    16.20 14.39   0.888

    32.48 20.04   0.617

    10.20 6.29   0.617

    10.20 4.03   0.3956.24 2.46   0.395

    6.24 2.46   0.395

    5.70 5.06   0.888

    Sub Total (Kg) = 2%2.07

    a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 2.37"# 132.39

    a *4-./m Es5. 6 º

    %"+7. &a"t+7a7

    !3 2.98"# 232.07!3 0.53

    a *4-./m Es5. 6 º%"+7. &a"t+7a7

    !3 4.72"# 368.79

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    !3 0.32

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      lanilla de Fierros (Un

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimension

    (mm) (m) ( za) a b

    1 10 0.20 13 141´ 10 0.20 16 20

    2 10 0.20 7 13

    2´ 10 0.20 9 20

    3 10 0.20 22 20

    3´ 10 0.20 22 20

    4 10 0.20 4 20 58 18

    4´ 10 0.20 4 20 69 29

    5 10 0.20 4 20 31 11

    5´ 10 0.20 4 20 42 22

    6 10 0.20 10 14 262 232

    6´ 10 0.20 10 14 262 232

    7 10 0.20 4 14

    7´ 10 0.20 8 14

    8 10 0.20 18 20 88 42

    8´ 10 0.20 18 20 99 53

    9 10 0.20 17 20

    9´ 10 0.20 17 20

    10 10 0.20 17 14

    10´ 10 0.20 21 14

    11 10 0.20 9 14 80 34

    12 10 0.20 9 14 100 54

    13 12 0.14 2 660

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    2.9002

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    112/136

    .

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    113/136

    s*. : +0 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    d e (m) (m)

    154 14 1.82 23.66154 20 1.94 31.04

    294 13 3.20 22.40

    294 20 3.34 30.06

    130 20 1.70 37.40

    152 20 1.92 42.24

    0.58 2.32

    0.69 2.76

    0.41 1.64

    0.52 2.08

    20 2.81 28.10

    20 2.81 28.10

    273 20 3.07 12.28

    273 20 3.07 24.56

    0.85 15.30

    0.96 17.28

    270 20 3.10 52.70

    292 20 3.32 56.44

    274 20 3.08 52.36

    274 20 3.08 64.68

    14 6 6 80 34 1.54 13.86

    14 6 6 100 54 1.94 17.46

    6.60 13.20

    Sub Total (

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      eso

    Peso Uni#.

    (/-)

    (/-)

    14.60   0.61719.15   0.617

    13.82   0.617

    18.55   0.617

    23.08   0.617

    26.06   0.617

    1.43   0.617

    1.70   0.617

    1.01   0.617

    1.28   0.617

    17.34   0.617

    17.34   0.617

    7.58   0.617

    15.15   0.617

    9.44   0.617

    10.66   0.617

    32.52   0.617

    34.82   0.617

    32.31   0.617

    39.91   0.617

    8.55   0.617

    10.77   0.617

    11.72   0.888

    g) = %6$.79

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      lanilla de Fierros (U

    TI O : Chapa D=1.80m

      os.

    Di"me#ro $eparai!n Can#idad Dimensiones (

    (mm) (m) ( za) a b

    1 10 0.20 5 15 2341´ 10 0.20 5 15 234

    2 10 0.20 5 15 234

    2´ 10 0.20 5 15 234

    3 10 0.20 9 24 24

    3´ 10 0.20 9 24 24

    4 10 0.20 9 24 24

    5 10 0.20 2 15 354

    5´ 10 0.20 2 15 354

    6 10 0.20 9 15 84

    6´ 10 0.20 9 15 84

    7 10 0.20 9 15 84

    7´ 10 0.20 9 15 84

    8 10 0.20 7 15 354

    9 12 0.24 2 660

      lanilla de Fierros (Dos %le

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimensiones

    (mm) (m) ( za) a b

    1 8 0.20 19 2.24 0.15

    1a 8 0.20 7 1.76

    1b 8 0.20 3 1.42

    1c 8 0.15 12 5.65

    2 8 0.20 19 1.94

    2a 8 0.20 7 1.76

    2b 8 0.20 3 1.42

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    2c 8 0.15 12 5.65

    3 10 4 6.04

    4 12 0.30 22 0.05 0.19

    5 12 0.25 11 0.09 1.92

    5a 10 0.15 18 0.50 1.92

    6 10 0.25 4 2.55 0.30

    6a 8 0.25 4 2.55 0.30

    7 8 0.25 4 0.30 2.41

    7a 8 0.25 4 0.30 2.41

    8 12 2 0.20

    9 12 0.25 9 0.09 1.92

    9a 10 0.15 15 0.50 1.92

    10 10 0.25 4 2.07 0.30

    10a 8 0.25 4 2.07 0.3011 8 0.25 4 0.30 1.96

    11a 8 0.25 4 0.30 1.96

    12 12 2 0.20

    HORMIGÓN TIPO A

    Estructura Área (m2)

    CABEZAL 4.976 0.30 1 1.49ZAPATA DE CABEZAL 2.88 0.30 1 0.86

    SUMIDERO 4.72 1.00 1 4.72DENTELLÓN 0.225 6.10 1 1.37

    LOSA 6.512 0.15 1 0.98MURO 1 0.53 0.15 1 0.08MURO 2 0.43 0.15 1 0.06

    Sub Tota 6.98

    HORMIGON TIPO E

    Estructura Área (m2)

    ZAPATA DE CABEZALSUMIDERO 6.4 0.05 1 0.32

    LOSA 10.698 0.05 1 0.53

    Sub Tota ./9

    !o"#. Per$.

    (m)

    Nº.

    Veces

    Vo.

    (m)

    !o"#. Per$.(m)

    Nº.Veces

    Vo.(m)

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    2.5446900494

    !$%&' 3 2.8 0.2 1.68 22.584 0.2 0.5168 (1

    )*'+ ,- 2.6 1.2 0.2 0.624 1!$%&' 1.2 2.8 0.2 0.672 2/,-+* 1.2 0.4 0.2 0.096 (1

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    s*. : 80 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    b d e (m) (m)

    15 2.64 13.2074 15 3.38 16.90

    15 2.64 13.20

    74 15 3.38 16.90

    70 24 6 6 1.07 9.63

    70 74 15 6 1.66 14.94

    70 24 6 6 1.54 13.86

    15 3.84 7.68

    15 3.84 7.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    130 30 1.52 13.68

    15 3.84 26.88

    6.60 13.20

    Sub Total

    (Dos %leros& 'na osa& 'n Den#ell!n)

    s*. : 80 ,

    Dimensiones (m) on-. Uni#.

    b d e (m)

    2.39

    0.33 2.09

    0.32 0.87

    3.67 4.66

    1.94

    0.33 1.05

    0.32 0.87

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    3.67 4.66

    6.04

    0.84 0.19 0.84 0.05 2.16

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.85

    2.85

    0.45 1.73

    0.45 1.73

    2.73 0.20 3.13

    0.95 0.09 1.62

    0.95 0.09 2.03

    2.37

    2.370.36 1.46

    0.36 1.46

    2.29 0.20 2.69

     

    RES%MEN &A'EA!ES TIPO &3a

    *escr+$c+,"

    2.36   HORMIGÓN TIPO AACERO

    2.49

    L1 2.61   H1 0.85 H2 1.85L1 2.13   H1 0.85 H2 1.85

    RES%MEN A!EROS0 !OSA0 *ENTE!!ÓN TIPO &3a

    *escr+$c+,"

    HORMIGÓN TIPO AACERO

    HORMIGÓN TIPO E

    RES%MEN &O!E&TOR TIPO &3a*escr+$c+,"

    HORMIGÓN TIPO AACERO

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    HORMIGÓN TIPO E

    3.36(0.520.621.34(0.104.72

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      eso

    Peso Uni#.

    (/-)

    (/-)

    8.14   0.61710.43   0.617

    8.14   0.617

    10.43   0.617

    5.94   0.617

    9.22   0.617

    8.55   0.617

    4.74   0.617

    4.74   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    8.44   0.617

    16.58   0.617

    11.72   0.888

    Kg) = 1%2.%9

    on-. To#. eso

    Peso Uni#.

    (m) (/-)

    (/-)

    45.41 17.94   0.395

    14.63 5.78   0.395

    2.61 1.03   0.395

    55.92 22.09   0.395

    36.86 14.56   0.395

    7.32 2.89   0.395

    2.61 1.03   0.395

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    !3 0.32

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    128/136

      lanilla de Fierros (Un

    TI O : Chapa D=1.80m

      osii!n

    Di"me#ro $eparai!n Can#idad Dimension

    (mm) (m) ( za) a b

    1 10 0.20 13 141´ 10 0.20 16 20

    2 10 0.20 7 13

    2´ 10 0.20 9 20

    3 10 0.20 22 20

    3´ 10 0.20 22 20

    4 10 0.20 4 20 58 18

    4´ 10 0.20 4 20 69 29

    5 10 0.20 4 20 31 11

    5´ 10 0.20 4 20 42 22

    6 10 0.20 10 14 262 232

    6´ 10 0.20 10 14 262 232

    7 10 0.20 4 14

    7´ 10 0.20 8 14

    8 10 0.20 18 20 88 42

    8´ 10 0.20 18 20 99 53

    9 10 0.20 17 20

    9´ 10 0.20 17 20

    10 10 0.20 17 14

    10´ 10 0.20 21 14

    11 10 0.20 9 14 80 34

    12 10 0.20 9 14 100 54

    13 12 0.14 2 660

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    2.9002

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    130/136

    .

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    s*. : 80 ,

    Dimensiones (m) on-. Uni#. on-. To#.

    d e (m) (m)

    154 14 1.82 23.66154 20 1.94 31.04

    294 13 3.20 22.40

    294 20 3.34 30.06

    130 20 1.70 37.40

    152 20 1.92 42.24

    0.58 2.32

    0.69 2.76

    0.41 1.64

    0.52 2.08

    20 2.81 28.10

    20 2.81 28.10

    273 20 3.07 12.28

    273 20 3.07 24.56

    0.85 15.30

    0.96 17.28

    270 20 3.10 52.70

    292 20 3.32 56.44

    274 20 3.08 52.36

    274 20 3.08 64.68

    14 6 6 80 34 1.54 13.86

    14 6 6 100 54 1.94 17.46

    6.60 13.20

    Sub Total (

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      eso

    Peso Uni#.

    (/-)

    (/-)

    14.60   0.61719.15   0.617

    13.82   0.617

    18.55   0.617

    23.08   0.617

    26.06   0.617

    1.43   0.617

    1.70   0.617

    1.01   0.617

    1.28   0.617

    17.34   0.617

    17.34   0.617

    7.58   0.617

    15.15   0.617

    9.44   0.617

    10.66   0.617

    32.52   0.617

    34.82   0.617

    32.31   0.617

    39.91   0.617

    8.55   0.617

    10.77   0.617

    11.72   0.888

    g) = %6$.79

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