diseÑo tijeral

Upload: ruben-robles-mendoza

Post on 02-Jun-2018

215 views

Category:

Documents


0 download

TRANSCRIPT

  • 8/10/2019 DISEO TIJERAL

    1/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    0.34545 0 2.00 3.00 4.00 6.50 91.54 28.17 5.31 18.42 0.18 0.25 0.06 0.43 0.24 0.37 0.43

    0.34545 0.08636 2.00 3.00 4.00 6.50 91.54 28.17 5.31 18.42 0.11 0.16 0.04 0.26 0.15 0.23 0.26

    0.34545 0.17273 2.00 3.00 4.00 6.50 91.54 28.17 5.31 18.42 0.04 0.07 0.02 0.11 0.06 0.10 0.11

    0.34545 0.25909 2.00 3.00 4.00 6.50 91.54 28.17 5.31 18.42 0.11 0.16 0.04 0.27 0.15 0.24 0.27

    0.34545 0.34545 2.00 3.00 4.00 6.50 91.54 28.17 5.31 18.42 0.18 0.25 0.07 0.43 0.24 0.37 0.430.21167 0 2.00 3.00 4.00 6.50 91.54 28.17 3.26 18.42 0.38 0.53 0.19 0.91 0.56 0.82 0.91

    0.21167 0.05292 2.00 3.00 4.00 6.50 91.54 28.17 3.26 18.42 0.22 0.31 0.11 0.53 0.33 0.48 0.53

    0.21167 0.10583 2.00 3.00 4.00 6.50 91.54 28.17 3.26 18.42 0.06 0.08 0.03 0.14 0.09 0.13 0.14

    0.21167 0.15875 2.00 3.00 4.00 6.50 91.54 28.17 3.26 18.42 0.21 0.30 0.11 0.51 0.32 0.46 0.51

    0.21167 0.21167 2.00 3.00 4.00 6.50 91.54 28.17 3.26 18.42 0.37 0.52 0.18 0.89 0.55 0.81 0.89

    2.02897 0 2.00 2.00 4.00 4.00 21.33 10.67 50.72 18.42 0.02 0.03 0.02 0.05 0.04 0.05 0.05

    2.02897 0.50724 2.00 2.00 4.00 4.00 21.33 10.67 50.72 18.42 0.02 0.02 0.01 0.03 0.03 0.03 0.03

    2.02897 1.01449 2.00 2.00 4.00 4.00 21.33 10.67 50.72 18.42 0.01 0.01 0.01 0.02 0.02 0.02 0.02

    2.02897 1.52173 2.00 2.00 4.00 4.00 21.33 10.67 50.72 18.42 0.02 0.02 0.02 0.04 0.04 0.04 0.04

    2.02897 2.02897 2.00 2.00 4.00 4.00 21.33 10.67 50.72 18.42 0.03 0.03 0.03 0.06 0.06 0.06 0.061.18721 0 2.00 2.00 4.00 4.00 21.33 10.67 29.68 18.42 0.03 0.03 0.10 0.06 0.12 0.12 0.12

    1.18721 0.2968 2.00 2.00 4.00 4.00 21.33 10.67 29.68 18.42 0.02 0.02 0.09 0.03 0.11 0.09 0.11

    1.18721 0.59361 2.00 2.00 4.00 4.00 21.33 10.67 29.68 18.42 0.01 0.00 0.08 0.01 0.09 0.07 0.09

    1.18721 0.89041 2.00 2.00 4.00 4.00 21.33 10.67 29.68 18.42 0.02 0.02 0.09 0.04 0.11 0.09 0.11

    1.18721 1.18721 2.00 2.00 4.00 4.00 21.33 10.67 29.68 18.42 0.03 0.03 0.10 0.06 0.13 0.12 0.13

    1.60809 0 2.00 2.00 4.00 4.00 21.33 10.67 40.20 18.42 0.35 0.57 0.35 0.92 0.70 0.95 0.95

    1.60809 0.40202 2.00 2.00 4.00 4.00 21.33 10.67 40.20 18.42 0.33 0.53 0.34 0.86 0.66 0.90 0.90

    1.60809 0.80405 2.00 2.00 4.00 4.00 21.33 10.67 40.20 18.42 0.31 0.50 0.33 0.81 0.63 0.85 0.85

    1.60809 1.20607 2.00 2.00 4.00 4.00 21.33 10.67 40.20 18.42 0.32 0.54 0.34 0.86 0.66 0.90 0.90

    1.60809 1.60809 2.00 2.00 4.00 4.00 21.33 10.67 40.20 18.42 0.34 0.58 0.35 0.92 0.69 0.95 0.95

    MONTANTE

    MONTANTE

    MONTANTE

    MONTANTE

    MONTANTE

    SECCION BASE COMBINACIONES DE CARGA

    1

    2

    3

    4

    5

    DISE O DE ELEMENTOS DEL TIJERAL N 01

  • 8/10/2019 DISEO TIJERAL

    2/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    0.76633 0 2.00 2.00 4.00 4.00 21.33 10.67 19.16 18.42 0.24 0.32 0.07 0.55 0.30 0.47 0.55

    0.76633 0.19158 2.00 2.00 4.00 4.00 21.33 10.67 19.16 18.42 0.16 0.22 0.05 0.38 0.22 0.32 0.38

    0.76633 0.38317 2.00 2.00 4.00 4.00 21.33 10.67 19.16 18.42 0.09 0.12 0.03 0.21 0.13 0.18 0.21

    0.76633 0.57475 2.00 2.00 4.00 4.00 21.33 10.67 19.16 18.42 0.16 0.21 0.05 0.37 0.21 0.32 0.37

    0.76633 0.76633 2.00 2.00 4.00 4.00 21.33 10.67 19.16 18.42 0.23 0.31 0.07 0.55 0.30 0.46 0.552.30508 0 2.00 3.00 4.00 6.50 91.54 28.17 35.46 18.42 0.06 0.05 0.08 0.11 0.14 0.15 0.15

    2.30508 0.57627 2.00 3.00 4.00 6.50 91.54 28.17 35.46 18.42 0.04 0.05 0.08 0.09 0.12 0.13 0.13

    2.30508 1.15254 2.00 3.00 4.00 6.50 91.54 28.17 35.46 18.42 0.04 0.05 0.08 0.09 0.12 0.13 0.13

    2.30508 1.72881 2.00 3.00 4.00 6.50 91.54 28.17 35.46 18.42 0.04 0.05 0.08 0.09 0.11 0.12 0.12

    2.30508 2.30508 2.00 3.00 4.00 6.50 91.54 28.17 35.46 18.42 0.05 0.05 0.08 0.10 0.13 0.13 0.13

    1.94489 0 2.00 2.00 4.00 4.00 21.33 10.67 48.62 18.42 0.02 0.03 0.26 0.05 0.28 0.23 0.28

    1.94489 0.48622 2.00 2.00 4.00 4.00 21.33 10.67 48.62 18.42 0.02 0.02 0.26 0.04 0.28 0.23 0.28

    1.94489 0.97245 2.00 2.00 4.00 4.00 21.33 10.67 48.62 18.42 0.03 0.01 0.26 0.04 0.28 0.22 0.28

    1.94489 1.45867 2.00 2.00 4.00 4.00 21.33 10.67 48.62 18.42 0.01 0.00 0.26 0.01 0.26 0.20 0.26

    1.94489 1.94489 2.00 2.00 4.00 4.00 21.33 10.67 48.62 18.42 0.05 0.01 0.26 0.06 0.30 0.24 0.301.61435 0 2.00 3.00 4.00 6.50 91.54 28.17 24.84 18.42 0.23 0.30 0.08 0.53 0.31 0.46 0.53

    1.61435 0.40359 2.00 3.00 4.00 6.50 91.54 28.17 24.84 18.42 0.21 0.29 0.08 0.51 0.29 0.44 0.51

    1.61435 0.80717 2.00 3.00 4.00 6.50 91.54 28.17 24.84 18.42 0.23 0.30 0.08 0.53 0.31 0.45 0.53

    1.61435 1.21076 2.00 3.00 4.00 6.50 91.54 28.17 24.84 18.42 0.23 0.31 0.08 0.54 0.31 0.46 0.54

    1.61435 1.61435 2.00 3.00 4.00 6.50 91.54 28.17 24.84 18.42 0.22 0.32 0.08 0.54 0.30 0.47 0.54

    1.33563 0 2.00 4.00 4.00 9.00 243.00 54.00 14.84 18.42 0.24 0.34 0.08 0.58 0.32 0.49 0.58

    1.33563 0.33391 2.00 4.00 4.00 9.00 243.00 5 4.00 14.84 18.42 0 .24 0 .33 0 .07 0 .57 0 .31 0.48 0 .57

    1.33563 0.66781 2.00 4.00 4.00 9.00 243.00 5 4.00 14.84 18.42 0 .24 0 .34 0 .07 0 .58 0 .32 0.49 0 .58

    1.33563 1.00172 2.00 4.00 4.00 9.00 243.00 5 4.00 14.84 18.42 0 .25 0 .35 0 .08 0 .59 0 .32 0.50 0 .59

    1.33563 1.33563 2.00 4.00 4.00 9.00 243.00 5 4.00 14.84 18.42 0 .26 0 .35 0 .08 0 .61 0 .34 0.52 0 .61

    MONTANTE

    DIAGONAL

    DIAGONAL

    DIAGONAL

    DIAGONAL

    6

    7

    8

    9

    10

  • 8/10/2019 DISEO TIJERAL

    3/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    1.15911 0 2.00 2.00 4.00 4.00 21.33 10.67 28.98 18.42 0.37 0.59 0.24 0.96 0.61 0.90 0.96

    1.15911 0.28978 2.00 2.00 4.00 4.00 21.33 10.67 28.98 18.42 0.34 0.52 0.22 0.86 0.55 0.81 0.86

    1.15911 0.57955 2.00 2.00 4.00 4.00 21.33 10.67 28.98 18.42 0.30 0.46 0.19 0.76 0.49 0.71 0.76

    1.15911 0.86933 2.00 2.00 4.00 4.00 21.33 10.67 28.98 18.42 0.34 0.52 0.21 0.85 0.55 0.80 0.85

    1.15911 1.15911 2.00 2.00 4.00 4.00 21.33 10.67 28.98 18.42 0.38 0.58 0.23 0.96 0.61 0.89 0.961.37657 0 2.00 3.00 4.00 6.50 91.54 28.17 21.18 18.42 0.16 0.25 0.10 0.41 0.26 0.38 0.41

    1.37657 0.34414 2.00 3.00 4.00 6.50 91.54 28.17 21.18 18.42 0.15 0.23 0.09 0.38 0.24 0.35 0.38

    1.37657 0.68829 2.00 3.00 4.00 6.50 91.54 28.17 21.18 18.42 0.14 0.21 0.09 0.35 0.23 0.32 0.35

    1.37657 1.03243 2.00 3.00 4.00 6.50 91.54 28.17 21.18 18.42 0.15 0.23 0.09 0.38 0.25 0.35 0.38

    1.37657 1.37657 2.00 3.00 4.00 6.50 91.54 28.17 21.18 18.42 0.17 0.25 0.10 0.41 0.27 0.38 0.41

    1.59404 0 2.00 3.00 4.00 6.50 91.54 28.17 24.52 18.42 0.27 0.40 0.16 0.67 0.43 0.62 0.67

    1.59404 0.39851 2.00 3.00 4.00 6.50 91.54 28.17 24.52 18.42 0.26 0.38 0.15 0.63 0.41 0.59 0.63

    1.59404 0.79702 2.00 3.00 4.00 6.50 91.54 28.17 24.52 18.42 0.24 0.35 0.14 0.60 0.39 0.56 0.60

    1.59404 1.19553 2.00 3.00 4.00 6.50 91.54 28.17 24.52 18.42 0.26 0.38 0.15 0.64 0.41 0.59 0.64

    1.59404 1.59404 2.00 3.00 4.00 6.50 91.54 28.17 24.52 18.42 0.28 0.40 0.16 0.68 0.44 0.63 0.681.81151 0 2.00 3.00 4.00 6.50 91.54 28.17 27.87 18.42 0.40 0.58 0.23 0.99 0.64 0.92 0.99

    1.81151 0.45288 2.00 3.00 4.00 6.50 91.54 28.17 27.87 18.42 0.38 0.55 0.23 0.94 0.61 0.87 0.94

    1.81151 0.90575 2.00 3.00 4.00 6.50 91.54 28.17 27.87 18.42 0.37 0.52 0.22 0.89 0.58 0.83 0.89

    1.81151 1.35863 2.00 3.00 4.00 6.50 91.54 28.17 27.87 18.42 0.38 0.55 0.22 0.93 0.61 0.87 0.93

    1.81151 1.81151 2.00 3.00 4.00 6.50 91.54 28.17 27.87 18.42 0.40 0.58 0.23 0.98 0.64 0.91 0.98

    2.27365 0 2.00 3.00 4.00 6.50 91.54 28.17 34.98 18.42 0.15 0.19 0.08 0.35 0.24 0.32 0.35

    2.27365 0.56841 2.00 3.00 4.00 6.50 91.54 28.17 34.98 18.42 0.13 0.19 0.08 0.32 0.21 0.30 0.32

    2.27365 1.13682 2.00 3.00 4.00 6.50 91.54 28.17 34.98 18.42 0.14 0.18 0.08 0.32 0.21 0.30 0.32

    2.27365 1.70523 2.00 3.00 4.00 6.50 91.54 28.17 34.98 18.42 0.14 0.18 0.08 0.32 0.22 0.30 0.32

    2.27365 2.27365 2.00 3.00 4.00 6.50 91.54 28.17 34.98 18.42 0.14 0.19 0.08 0.33 0.23 0.31 0.33

    MONTANTE

    MONTANTE

    MONTANTE

    MONTANTE

    DIAGONAL

    11

    12

    13

    14

    15

  • 8/10/2019 DISEO TIJERAL

    4/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    2.0819 0 2.00 3.00 4.00 6.50 91.54 28.17 32.03 18.42 0.15 0.18 0.07 0.33 0.22 0.30 0.33

    2.0819 0.52047 2.00 3.00 4.00 6.50 91.54 28.17 32.03 18.42 0.12 0.17 0.07 0.29 0.19 0.27 0.29

    2.0819 1.04095 2.00 3.00 4.00 6.50 91.54 28.17 32.03 18.42 0.13 0.17 0.07 0.29 0.19 0.27 0.29

    2.0819 1.56142 2.00 3.00 4.00 6.50 91.54 28.17 32.03 18.42 0.13 0.18 0.07 0.31 0.20 0.29 0.31

    2.0819 2.0819 2.00 3.00 4.00 6.50 91.54 28.17 32.03 18.42 0.12 0.19 0.08 0.32 0.20 0.29 0.321.8957 0 2.00 2.00 4.00 4.00 21.33 10.67 47.39 18.42 0.21 0.25 0.10 0.46 0.31 0.42 0.46

    1.8957 0.47393 2.00 2.00 4.00 4.00 21.33 10.67 47.39 18.42 0.16 0.23 0.10 0.38 0.25 0.36 0.38

    1.8957 0.94785 2.00 2.00 4.00 4.00 21.33 10.67 47.39 18.42 0.18 0.22 0.09 0.40 0.27 0.37 0.40

    1.8957 1.42178 2.00 2.00 4.00 4.00 21.33 10.67 47.39 18.42 0.18 0.24 0.10 0.43 0.28 0.40 0.43

    1.8957 1.8957 2.00 2.00 4.00 4.00 21.33 10.67 47.39 18.42 0.16 0.27 0.11 0.42 0.27 0.40 0.42

    1.71688 0 2.00 2.00 4.00 4.00 21.33 10.67 42.92 18.42 0.16 0.18 0.08 0.34 0.24 0.32 0.34

    1.71688 0.42922 2.00 2.00 4.00 4.00 21.33 10.67 42.92 18.42 0.12 0.17 0.07 0.28 0.19 0.27 0.28

    1.71688 0.85844 2.00 2.00 4.00 4.00 21.33 10.67 42.92 18.42 0.14 0.18 0.07 0.31 0.21 0.29 0.31

    1.71688 1.28766 2.00 2.00 4.00 4.00 21.33 10.67 42.92 18.42 0.14 0.19 0.08 0.33 0.22 0.31 0.33

    1.71688 1.71688 2.00 2.00 4.00 4.00 21.33 10.67 42.92 18.42 0.12 0.21 0.09 0.32 0.20 0.31 0.320.44853 0 2.00 3.00 4.00 6.50 91.54 28.17 6.90 18.42 0.21 0.29 0.10 0.50 0.31 0.45 0.50

    0.44853 0.11213 2.00 3.00 4.00 6.50 91.54 28.17 6.90 18.42 0.13 0.18 0.06 0.31 0.19 0.28 0.31

    0.44853 0.22426 2.00 3.00 4.00 6.50 91.54 28.17 6.90 18.42 0.06 0.07 0.02 0.13 0.08 0.12 0.13

    0.44853 0.3364 2.00 3.00 4.00 6.50 91.54 28.17 6.90 18.42 0.13 0.18 0.06 0.32 0.20 0.28 0.32

    0.44853 0.44853 2.00 3.00 4.00 6.50 91.54 28.17 6.90 18.42 0.21 0.29 0.10 0.50 0.31 0.45 0.50

    0.68539 0 2.00 2.00 4.00 4.00 21.33 10.67 17.13 18.42 0.07 0.09 0.03 0.16 0.10 0.15 0.16

    0.68539 0.17135 2.00 2.00 4.00 4.00 21.33 10.67 17.13 18.42 0.04 0.05 0.01 0.10 0.06 0.08 0.10

    0.68539 0.34269 2.00 2.00 4.00 4.00 21.33 10.67 17.13 18.42 0.02 0.02 0.01 0.04 0.03 0.04 0.04

    0.68539 0.51404 2.00 2.00 4.00 4.00 21.33 10.67 17.13 18.42 0.05 0.06 0.02 0.11 0.07 0.10 0.11

    0.68539 0.68539 2.00 2.00 4.00 4.00 21.33 10.67 17.13 18.42 0.08 0.10 0.03 0.18 0.11 0.16 0.18

    DIAGONAL

    DIAGONAL

    DIAGONAL

    MONTANTE

    MONTANTE

    16

    17

    18

    19

    20

  • 8/10/2019 DISEO TIJERAL

    5/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    0.92225 0 2.00 2.00 4.00 4.00 21.33 10.67 23.06 18.42 0.15 0.24 0.10 0.38 0.25 0.36 0.38

    0.92225 0.23056 2.00 2.00 4.00 4.00 21.33 10.67 23.06 18.42 0.12 0.20 0.09 0.31 0.20 0.30 0.31

    0.92225 0.46112 2.00 2.00 4.00 4.00 21.33 10.67 23.06 18.42 0.09 0.16 0.07 0.25 0.16 0.24 0.25

    0.92225 0.69168 2.00 2.00 4.00 4.00 21.33 10.67 23.06 18.42 0.12 0.20 0.09 0.31 0.21 0.30 0.31

    0.92225 0.92225 2.00 2.00 4.00 4.00 21.33 10.67 23.06 18.42 0.14 0.24 0.10 0.38 0.25 0.36 0.381.20417 0 2.00 4.00 4.00 9.00 243.00 54.00 13.38 18.42 0.34 0.47 0.16 0.81 0.50 0.73 0.81

    1.20417 0.30104 2.00 4.00 4.00 9.00 243.00 5 4.00 13.38 18.42 0 .32 0 .45 0 .16 0 .77 0 .47 0.69 0 .77

    1.20417 0.60209 2.00 4.00 4.00 9.00 243.00 5 4.00 13.38 18.42 0 .30 0 .43 0 .15 0 .73 0 .45 0.66 0 .73

    1.20417 0.90313 2.00 4.00 4.00 9.00 243.00 5 4.00 13.38 18.42 0 .31 0 .43 0 .15 0 .73 0 .45 0.66 0 .73

    1.20417 1.20417 2.00 4.00 4.00 9.00 243.00 5 4.00 13.38 18.42 0 .31 0 .45 0 .16 0 .76 0 .47 0.69 0 .76

    1.31096 0 2.00 3.00 4.00 6.50 91.54 28.17 20.17 18.42 0.25 0.36 0.12 0.61 0.37 0.55 0.61

    1.31096 0.32774 2.00 3.00 4.00 6.50 91.54 28.17 20.17 18.42 0.25 0.35 0.11 0.60 0.37 0.54 0.60

    1.31096 0.65548 2.00 3.00 4.00 6.50 91.54 28.17 20.17 18.42 0.25 0.34 0.11 0.58 0.36 0.52 0.58

    1.31096 0.98322 2.00 3.00 4.00 6.50 91.54 28.17 20.17 18.42 0.23 0.32 0.11 0.56 0.34 0.50 0.56

    1.31096 1.31096 2.00 3.00 4.00 6.50 91.54 28.17 20.17 18.42 0.23 0.31 0.10 0.54 0.33 0.48 0.541.44893 0 2.00 2.00 4.00 4.00 21.33 10.67 36.22 18.42 0.10 0.10 0.06 0.20 0.16 0.20 0.20

    1.44893 0.36223 2.00 2.00 4.00 4.00 21.33 10.67 36.22 18.42 0.10 0.11 0.06 0.21 0.16 0.20 0.21

    1.44893 0.72446 2.00 2.00 4.00 4.00 21.33 10.67 36.22 18.42 0.11 0.11 0.06 0.22 0.17 0.21 0.22

    1.44893 1.0867 2.00 2.00 4.00 4.00 21.33 10.67 36.22 18.42 0.10 0.11 0.06 0.21 0.15 0.20 0.21

    1.44893 1.44893 2.00 2.00 4.00 4.00 21.33 10.67 36.22 18.42 0.09 0.11 0.05 0.20 0.14 0.19 0.20

    1.61009 0 2.00 2.00 4.00 4.00 21.33 10.67 40.25 18.42 0.09 0.10 0.05 0.19 0.14 0.18 0.19

    1.61009 0.40252 2.00 2.00 4.00 4.00 21.33 10.67 40.25 18.42 0.08 0.11 0.05 0.18 0.13 0.17 0.18

    1.61009 0.80504 2.00 2.00 4.00 4.00 21.33 10.67 40.25 18.42 0.10 0.12 0.05 0.21 0.15 0.20 0.21

    1.61009 1.20756 2.00 2.00 4.00 4.00 21.33 10.67 40.25 18.42 0.09 0.13 0.06 0.22 0.15 0.20 0.22

    1.61009 1.61009 2.00 2.00 4.00 4.00 21.33 10.67 40.25 18.42 0.07 0.13 0.06 0.21 0.13 0.20 0.21

    MONTANTE

    DIAGONAL

    DIAGONAL

    DIAGONAL

    DIAGONAL

    21

    22

    23

    24

    25

  • 8/10/2019 DISEO TIJERAL

    6/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    1.17208 0 2.00 4.00 4.00 9.00 243.00 54.00 13.02 18.42 0.31 0.47 0.12 0.78 0.43 0.68 0.78

    1.17208 0.29302 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .29 0 .40 0 .08 0 .69 0 .37 0.58 0 .69

    1.17208 0.58604 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .32 0 .46 0 .10 0 .78 0 .42 0.66 0 .78

    1.17208 0.87906 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .27 0 .38 0 .08 0 .66 0 .35 0.55 0 .66

    1.17208 1.17208 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .36 0 .53 0 .13 0 .89 0 .49 0.76 0 .891.17208 0 2.00 4.00 4.00 9.00 243.00 54.00 13.02 18.42 0.30 0.45 0.12 0.75 0.41 0.65 0.75

    1.17208 0.29302 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .23 0 .32 0 .07 0 .56 0 .31 0.47 0 .56

    1.17208 0.58604 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .29 0 .42 0 .10 0 .71 0 .40 0.61 0 .71

    1.17208 0.87906 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .27 0 .38 0 .09 0 .65 0 .36 0.55 0 .65

    1.17208 1.17208 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .24 0 .36 0 .10 0 .61 0 .34 0.53 0 .61

    1.17208 0 2.00 4.00 4.00 9.00 243.00 54.00 13.02 18.42 0.01 0.04 0.04 0.05 0.04 0.06 0.06

    1.17208 0.29302 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .04 0 .06 0 .03 0 .10 0 .07 0.09 0 .10

    1.17208 0.58604 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .02 0 .03 0 .03 0 .05 0 .04 0.06 0 .06

    1.17208 0.87906 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .10 0 .13 0 .03 0 .23 0 .13 0.19 0 .23

    1.17208 1.17208 2.00 4.00 4.00 9.00 243.00 5 4.00 13.02 18.42 0 .28 0 .41 0 .12 0 .68 0 .39 0.60 0 .680.96203 0 2.00 4.00 4.00 9.00 243.00 54.00 10.69 18.42 0.20 0.31 0.11 0.52 0.31 0.47 0.52

    0.96203 0.24051 2.00 4.00 4.00 9.00 243.00 5 4.00 10.69 18.42 0 .09 0 .13 0 .04 0 .22 0 .12 0.19 0 .22

    0.96203 0.48101 2.00 4.00 4.00 9.00 243.00 5 4.00 10.69 18.42 0 .02 0 .02 0 .01 0 .05 0 .04 0.05 0 .05

    0.96203 0.72152 2.00 4.00 4.00 9.00 243.00 5 4.00 10.69 18.42 0 .01 0 .02 0 .02 0 .02 0 .02 0.03 0 .03

    0.96203 0.96203 2.00 4.00 4.00 9.00 243.00 5 4.00 10.69 18.42 0 .04 0 .07 0 .03 0 .10 0 .07 0.10 0 .10

    0.99867 0 2.00 4.00 4.00 9.00 243.00 54.00 11.10 18.42 0.05 0.08 0.03 0.13 0.08 0.12 0.13

    0.99867 0.24967 2.00 4.00 4.00 9.00 243.00 5 4.00 11.10 18.42 0 .02 0 .03 0 .01 0 .04 0 .03 0.04 0 .04

    0.99867 0.49934 2.00 4.00 4.00 9.00 243.00 5 4.00 11.10 18.42 0 .08 0 .12 0 .04 0 .19 0 .12 0.18 0 .19

    0.99867 0.74901 2.00 4.00 4.00 9.00 243.00 5 4.00 11.10 18.42 0 .14 0 .21 0 .08 0 .35 0 .22 0.32 0 .35

    0.99867 0.99867 2.00 4.00 4.00 9.00 243.00 5 4.00 11.10 18.42 0 .21 0 .30 0 .11 0 .51 0 .32 0.46 0 .51

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    BRIDA

    INFERIOR

    26

    27

    28

    29

    30

  • 8/10/2019 DISEO TIJERAL

    7/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    1.11752 0 2.00 4.00 4.00 9.00 243.00 54.00 12.42 18.42 0.35 0.50 0.19 0.85 0.55 0.78 0.85

    1.11752 0.27938 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .20 0 .30 0 .12 0 .50 0 .33 0.47 0 .50

    1.11752 0.55876 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .06 0 .10 0 .05 0 .16 0 .11 0.16 0 .16

    1.11752 0.83814 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .10 0 .14 0 .07 0 .24 0 .17 0.23 0 .24

    1.11752 1.11752 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .23 0 .34 0 .14 0 .57 0 .37 0.53 0 .571.11752 0 2.00 4.00 4.00 9.00 243.00 54.00 12.42 18.42 0.22 0.33 0.13 0.55 0.36 0.51 0.55

    1.11752 0.27938 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .21 0 .29 0 .12 0 .50 0 .33 0.46 0 .50

    1.11752 0.55876 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .18 0 .25 0 .11 0 .44 0 .29 0.41 0 .44

    1.11752 0.83814 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .15 0 .22 0 .09 0 .37 0 .25 0.35 0 .37

    1.11752 1.11752 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .12 0 .18 0 .08 0 .30 0 .20 0.28 0 .30

    1.11752 0 2.00 4.00 4.00 9.00 243.00 54.00 12.42 18.42 0.13 0.20 0.08 0.33 0.22 0.31 0.33

    1.11752 0.27938 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .14 0 .19 0 .08 0 .33 0 .22 0.31 0 .33

    1.11752 0.55876 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .14 0 .19 0 .08 0 .33 0 .22 0.31 0 .33

    1.11752 0.83814 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .14 0 .19 0 .08 0 .33 0 .22 0.30 0 .33

    1.11752 1.11752 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .12 0 .19 0 .08 0 .31 0 .20 0.29 0 .311.11752 0 2.00 4.00 4.00 9.00 243.00 54.00 12.42 18.42 0.12 0.17 0.07 0.29 0.19 0.27 0.29

    1.11752 0.27938 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .12 0 .16 0 .07 0 .29 0 .19 0.27 0 .29

    1.11752 0.55876 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .12 0 .16 0 .06 0 .27 0 .18 0.25 0 .27

    1.11752 0.83814 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .11 0 .15 0 .06 0 .25 0 .17 0.24 0 .25

    1.11752 1.11752 2.00 4.00 4.00 9.00 243.00 5 4.00 12.42 18.42 0 .09 0 .14 0 .06 0 .23 0 .15 0.22 0 .23

    1.02603 0 2.00 4.00 4.00 9.00 243.00 54.00 11.40 18.42 0.08 0.12 0.05 0.20 0.13 0.18 0.20

    1.02603 0.25651 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .08 0 .11 0 .05 0 .19 0 .13 0.18 0 .19

    1.02603 0.51301 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .08 0 .10 0 .04 0 .18 0 .12 0.17 0 .18

    1.02603 0.76952 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .07 0 .10 0 .04 0 .17 0 .11 0.16 0 .17

    1.02603 1.02603 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .06 0 .09 0 .04 0 .15 0 .09 0.14 0 .15

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    31

    32

    33

    34

    35

  • 8/10/2019 DISEO TIJERAL

    8/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    1.02603 0 2.00 4.00 4.00 9.00 243.00 54.00 11.40 18.42 0.04 0.06 0.03 0.11 0.07 0.10 0.11

    1.02603 0.25651 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .04 0 .06 0 .02 0 .10 0 .07 0.09 0 .10

    1.02603 0.51301 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .04 0 .05 0 .02 0 .09 0 .06 0.08 0 .09

    1.02603 0.76952 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .03 0 .04 0 .02 0 .07 0 .05 0.07 0 .07

    1.02603 1.02603 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .02 0 .03 0 .02 0 .05 0 .03 0.05 0 .051.02603 0 2.00 4.00 4.00 9.00 243.00 54.00 11.40 18.42 0.06 0.08 0.03 0.14 0.09 0.13 0.14

    1.02603 0.25651 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .05 0 .07 0 .03 0 .12 0 .08 0.11 0 .12

    1.02603 0.51301 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .04 0 .06 0 .02 0 .10 0 .06 0.09 0 .10

    1.02603 0.76952 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .03 0 .04 0 .01 0 .07 0 .04 0.06 0 .07

    1.02603 1.02603 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .04 0 .05 0 .02 0 .09 0 .06 0.08 0 .09

    1.02603 0 2.00 4.00 4.00 9.00 243.00 54.00 11.40 18.42 0.08 0.12 0.04 0.19 0.12 0.18 0.19

    1.02603 0.25651 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .07 0 .10 0 .04 0 .17 0 .11 0.16 0 .17

    1.02603 0.51301 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .08 0 .12 0 .05 0 .20 0 .13 0.19 0 .20

    1.02603 0.76952 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .10 0 .14 0 .05 0 .25 0 .15 0.22 0 .25

    1.02603 1.02603 2.00 4.00 4.00 9.00 243.00 5 4.00 11.40 18.42 0 .13 0 .17 0 .06 0 .29 0 .18 0.26 0 .291.09391 0 2.00 4.00 4.00 9.00 243.00 54.00 12.15 18.42 0.13 0.16 0.05 0.29 0.18 0.26 0.29

    1.09391 0.27348 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .10 0 .14 0 .05 0 .24 0 .15 0.21 0 .24

    1.09391 0.54696 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .07 0 .11 0 .04 0 .19 0 .12 0.17 0 .19

    1.09391 0.82043 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .08 0 .11 0 .04 0 .19 0 .12 0.17 0 .19

    1.09391 1.09391 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .09 0 .13 0 .04 0 .22 0 .13 0.20 0 .22

    1.09391 0 2.00 4.00 4.00 9.00 243.00 54.00 12.15 18.42 0.06 0.11 0.05 0.17 0.11 0.17 0.17

    1.09391 0.27348 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .07 0 .10 0 .05 0 .18 0 .12 0.17 0 .18

    1.09391 0.54696 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .08 0 .10 0 .05 0 .18 0 .12 0.17 0 .18

    1.09391 0.82043 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .07 0 .10 0 .04 0 .17 0 .12 0.16 0 .17

    1.09391 1.09391 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .06 0 .09 0 .05 0 .16 0 .11 0.15 0 .16

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    36

    37

    38

    39

    40

  • 8/10/2019 DISEO TIJERAL

    9/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    1.09391 0 2.00 4.00 4.00 9.00 243.00 54.00 12.15 18.42 0.06 0.09 0.05 0.15 0.12 0.15 0.15

    1.09391 0.27348 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .08 0 .11 0 .05 0 .19 0 .13 0.18 0 .19

    1.09391 0.54696 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .10 0 .13 0 .06 0 .23 0 .16 0.22 0 .23

    1.09391 0.82043 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .12 0 .16 0 .06 0 .27 0 .17 0.25 0 .27

    1.09391 1.09391 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .12 0 .18 0 .06 0 .31 0 .19 0.28 0 .311.09391 0 2.00 4.00 4.00 9.00 243.00 54.00 12.15 18.42 0.20 0.30 0.09 0.50 0.29 0.44 0.50

    1.09391 0.27348 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .13 0 .19 0 .07 0 .32 0 .20 0.29 0 .32

    1.09391 0.54696 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .14 0 .20 0 .08 0 .34 0 .22 0.32 0 .34

    1.09391 0.82043 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .22 0 .32 0 .09 0 .54 0 .32 0.47 0 .54

    1.09391 1.09391 2.00 4.00 4.00 9.00 243.00 5 4.00 12.15 18.42 0 .31 0 .43 0 .11 0 .74 0 .42 0.64 0 .74

    0.89786 0 2.00 4.00 4.00 9.00 243.00 54.00 9.98 18.42 0.15 0.21 0.06 0.36 0.21 0.31 0.36

    0.89786 0.22447 2.00 4.00 4.00 9.00 243.00 54.00 9.98 18.42 0.10 0.14 0.04 0.24 0.14 0.21 0.24

    0.89786 0.44893 2.00 4.00 4.00 9.00 243.00 54.00 9.98 18.42 0.05 0.08 0.02 0.13 0.07 0.11 0.13

    0.89786 0.6734 2.00 4.00 4.00 9.00 243.00 54.00 9.98 18.42 0.01 0.01 0.01 0.02 0.02 0.03 0.03

    0.89786 0.89786 2.00 4.00 4.00 9.00 243.00 54.00 9.98 18.42 0.04 0.07 0.03 0.11 0.07 0.10 0.111.04882 0 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.23 0.33 0.09 0.57 0.32 0.49 0.57

    1.04882 0.26221 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.18 0.24 0.06 0.42 0.24 0.36 0.42

    1.04882 0.52441 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.16 0.23 0.07 0.39 0.24 0.35 0.39

    1.04882 0.78662 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.17 0.23 0.07 0.40 0.24 0.35 0.40

    1.04882 1.04882 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.17 0.24 0.08 0.41 0.25 0.37 0.41

    1.04882 0 2.00 4.00 4.00 9.00 243.00 54.00 11.65 18.42 0.35 0.52 0.18 0.88 0.53 0.79 0.88

    1.04882 0.26221 2.00 4.00 4.00 9.00 243.00 5 4.00 11.65 18.42 0 .34 0 .47 0 .14 0 .82 0 .48 0.72 0 .82

    1.04882 0.52441 2.00 4.00 4.00 9.00 243.00 5 4.00 11.65 18.42 0 .38 0 .53 0 .16 0 .91 0 .54 0.80 0 .91

    1.04882 0.78662 2.00 4.00 4.00 9.00 243.00 5 4.00 11.65 18.42 0 .34 0 .47 0 .15 0 .81 0 .48 0.72 0 .81

    1.04882 1.04882 2.00 4.00 4.00 9.00 243.00 5 4.00 11.65 18.42 0 .37 0 .54 0 .17 0 .91 0 .54 0.81 0 .91

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    INFERIOR

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    41

    42

    43

    44

    45

  • 8/10/2019 DISEO TIJERAL

    10/11

    MADERA TIPO C

    f 'm= 100 kg/cm2 flexin

    = 75 kg/cm2 traccion

    = 80 kg/cm2 compresion paralela

    = 15 kg/cm2 compresion perpendicular

    f = 8 kg/cm2 corte

    e= 55000 kg/cm2 Modulo de Elasticidad Minimo

    TABLE: Element Forces - Frames

    Barra Long Station TIPO B H B real H real I Ms Esbeltez Ck D L W D+L D+W 0.75(D+L+W) MAX

    N m m pulg pulg cm cm cm4 cm3 ----- Ratio Ratio Ratio Ratio Ratio Ratio Ratio

    SECCION BASE COMBINACIONES DE CARGA

    DISE O DE ELEMENTOS DEL TIJERAL N 01

    1.04882 0 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.24 0.34 0.11 0.58 0.35 0.52 0.58

    1.04882 0.26221 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.21 0.30 0.09 0.51 0.31 0.45 0.51

    1.04882 0.52441 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.23 0.32 0.11 0.55 0.34 0.50 0.55

    1.04882 0.78662 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.22 0.31 0.10 0.53 0.32 0.47 0.53

    1.04882 1.04882 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.23 0.32 0.11 0.55 0.34 0.49 0.551.04882 0 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.25 0.36 0.12 0.61 0.37 0.55 0.61

    1.04882 0.26221 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.24 0.33 0.11 0.56 0.34 0.50 0.56

    1.04882 0.52441 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.25 0.35 0.12 0.60 0.37 0.54 0.60

    1.04882 0.78662 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.24 0.33 0.11 0.57 0.35 0.51 0.57

    1.04882 1.04882 2.00 6.00 4.00 14.00 914.67 130.67 7.49 18.42 0.25 0.36 0.12 0.61 0.37 0.55 0.61

    1.14235 0 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.27 0.39 0.13 0.65 0.40 0.59 0.65

    1.14235 0.28559 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.25 0.35 0.12 0.61 0.37 0.54 0.61

    1.14235 0.57117 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.27 0.38 0.13 0.66 0.40 0.59 0.66

    1.14235 0.85676 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.26 0.36 0.12 0.62 0.38 0.56 0.62

    1.14235 1.14235 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.27 0.38 0.13 0.64 0.39 0.58 0.641.14235 0 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.26 0.38 0.13 0.64 0.40 0.58 0.64

    1.14235 0.28559 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.25 0.35 0.12 0.60 0.37 0.54 0.60

    1.14235 0.57117 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.27 0.38 0.13 0.65 0.40 0.59 0.65

    1.14235 0.85676 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.25 0.36 0.12 0.61 0.38 0.55 0.61

    1.14235 1.14235 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.27 0.38 0.13 0.65 0.40 0.58 0.65

    1.14235 0 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.22 0.31 0.11 0.53 0.33 0.48 0.53

    1.14235 0.28559 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.21 0.30 0.10 0.51 0.31 0.46 0.51

    1.14235 0.57117 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.24 0.34 0.12 0.58 0.36 0.53 0.58

    1.14235 0.85676 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.24 0.34 0.12 0.58 0.36 0.52 0.58

    1.14235 1.14235 2.00 6.00 4.00 14.00 914.67 130.67 8.16 18.42 0.21 0.28 0.09 0.48 0.30 0.43 0.48

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    BRIDA

    SUPERIOR

    46

    47

    48

    49

    50

  • 8/10/2019 DISEO TIJERAL

    11/11