diseÑo tijeral
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