NSR-10_SimetriaMurosTituloE.xls
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PRIMER PISO FactorCub 0.667 COORDENADAS Cubierta liviana Nudo X (m) Y (m) Espesor efectivo muros X = 110 mm 1 ### ### Espesor efectivo muros Y = 110 mm 2 ### ### Mínima longitud de cada muro = 0.10 m 3 ### ### Aa = 0.25 m 4 ### ### Mo = 21 m 5 ### ### 6 ### ### 7 ### ### Aa Mo 8 ### ### 0.40 33 9 ### ### 0.35 30 10 ### ### 0.30 25 11 ### ### 0.25 21 12 ### ### 0.20 17 13 ### ### 0.15 13 14 ### ### 0.10 8 15 ### ### 0.05 4 16 ### ### 17 ### ### 18 ### ### 19 ### ### 20 ### ### 21 ### ### 22 ### ### 23 ### ### 24 ### ### 25 ### ### 26 ### ### 27 ### ### 28 ### ### 29 ### ### 30 ### ### 31 ### ### 32 ### ### 33 ### ### 34 ### ### 35 ### ### 36 ### ### 37 ### ### 38 ### ### 39 ### ### 40 ### ### 41 ### ### 42 ### ### MUROS Elemento Ni Nj Xi Yi Xj Yj Lmx Lmy Muros sentido X Muros sentido Y Lmx by Lmx*by Lmy bx Lmy*bx 1 1 22 ### ### -1156476.17 ### 0.00 1.60 1.60 5.32 8.52 2 2 23 ### ### -1156476.17 ### 0.00 2.72 2.72 5.32 14.48 3 3 24 ### ### -1156476.17 ### 0.00 1.28 1.28 5.32 6.82 4 4 25 ### ### -1156477.15 ### 0.98 0.00 0.98 7.85 7.70 5 5 26 ### ### -1156476.17 ### 0.00 2.25 2.25 5.32 11.98 6 6 27 ### ### -1156481.42 ### 0.00 2.25 2.25 0.07 0.17 7 7 28 ### ### -1156481.42 ### 0.00 2.80 2.80 0.07 0.21 8 8 29 ### ### -1156481.42 ### 0.00 0.88 0.88 0.07 0.07 9 9 30 ### ### -1156476.17 ### 2.61 0.00 2.61 0.00 0.00 10 10 31 ### ### -1156478.78 ### 2.71 0.00 2.71 0.00 0.00 11 11 32 ### ### -1156478.78 ### 0.63 0.00 0.63 7.85 4.93 12 12 33 ### ### -1156481.42 ### 1.63 0.00 1.63 5.13 8.34 13 13 34 ### ### -1156478.78 ### 0.00 0.88 0.88 2.71 2.38 14 14 35 ### ### -1156477.47 ### 1.30 0.00 1.30 1.60 2.07 15 15 36 ### ### -1156480.55 ### 0.75 0.00 0.75 4.01 3.00 16 16 37 ### ### -1156478.78 ### 0.00 1.21 1.21 2.71 3.27 17 17 38 ### ### -1156478.78 ### 0.00 1.64 1.64 2.71 4.47 18 18 39 ### ### -1156480.35 ### 0.59 0.00 0.59 7.85 4.63 19 19 40 ### ### -1156478.78 ### 2.61 0.00 2.61 2.88 7.52 20 20 41 ### ### -1156478.86 ### 2.69 0.00 2.69 5.13 13.77 21 21 42 ### ### -1156481.42 ### 2.64 0.00 2.64 2.88 7.60 ### ### -1156481.42 ### 19.13 ### 59.58 ### ### 52.36 Area piso 2 (m2) 46.98 Area piso 1 (m2) 43.20 60.15 ex = 0.06 < 0.15 (E.3.6-2) X (m) Y (m) ey = 0.11 < 0.15 min ### ### max ### ### Bx By LmX = ### < 19.13 5.32 7.93 (E.3.6-1) LmY = ### < 17.49 1 M uro 1 2 M uro 2 3 M uro 3 4 Muro 4 5 M uro 5 6 Muro 6 7 Muro 7 8 Muro 8 9 Muro 9 10 Muro 10 11 Muro 11 12 Muro 12 13 Muro 13 14 Muro 14 15 Muro 15 16 Muro 16 17 Muro 17 18 Muro 18 19 Muro 19 20 Muro 20 21 M uro 21
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Transcript of NSR-10_SimetriaMurosTituloE.xls
PRIMER PISOFactorCub0.667
COORDENADAS Cubierta liviana
Nudo X (m) Y (m) Espesor efectivo muros X = 110 mm1 -1156476.17 -1025164.74 Espesor efectivo muros Y = 110 mm2 -1156476.17 -1025159.61 Mínima longitud de cada muro = 0.10 m3 -1156476.17 -1025163.14 Aa = 0.25 m4 -1156476.17 -1025156.89 Mo = #N/A m5 -1156476.17 -1025161.866 -1156481.42 -1025159.617 -1156481.42 -1025156.82 Aa Mo8 -1156481.42 -1025161.86 0.40 339 -1156478.78 -1025164.74 0.35 30
10 -1156481.50 -1025164.74 0.30 2511 -1156478.15 -1025156.89 0.25 2112 -1156479.80 -1025159.61 0.20 1713 -1156478.78 -1025162.74 0.15 1314 -1156476.17 -1025163.14 0.10 815 -1156479.80 -1025160.74 0.05 416 -1156478.78 -1025164.7417 -1156478.78 -1025158.5418 -1156479.76 -1025156.8919 -1156476.17 -1025161.8620 -1156476.17 -1025159.6121 -1156478.78 -1025161.8622 -1156476.17 -1025163.1423 -1156476.17 -1025156.8924 -1156476.17 -1025161.8625 -1156477.15 -1025156.8926 -1156476.17 -1025159.6127 -1156481.42 -1025161.8628 -1156481.42 -1025159.6129 -1156481.42 -1025162.7430 -1156476.17 -1025164.7431 -1156478.78 -1025164.7432 -1156478.78 -1025156.8933 -1156481.42 -1025159.6134 -1156478.78 -1025161.8635 -1156477.47 -1025163.1436 -1156480.55 -1025160.7437 -1156478.78 -1025163.5438 -1156478.78 -1025156.8939 -1156480.35 -1025156.8940 -1156478.78 -1025161.8641 -1156478.86 -1025159.6142 -1156481.42 -1025161.86
MUROS
Elemento Ni Nj Xi Yi Xj Yj Lmx Lmy Muros sentido X Muros sentido YLmx by Lmx*by Lmy bx Lmy*bx
1 1 22 -1156476.17 -1025164.74 -1156476.17 -1025163.14 0.00 1.60 1.60 5.32 8.522 2 23 -1156476.17 -1025159.61 -1156476.17 -1025156.89 0.00 2.72 2.72 5.32 14.483 3 24 -1156476.17 -1025163.14 -1156476.17 -1025161.86 0.00 1.28 1.28 5.32 6.824 4 25 -1156476.17 -1025156.89 -1156477.15 -1025156.89 0.98 0.00 0.98 7.85 7.705 5 26 -1156476.17 -1025161.86 -1156476.17 -1025159.61 0.00 2.25 2.25 5.32 11.986 6 27 -1156481.42 -1025159.61 -1156481.42 -1025161.86 0.00 2.25 2.25 0.07 0.177 7 28 -1156481.42 -1025156.82 -1156481.42 -1025159.61 0.00 2.80 2.80 0.07 0.218 8 29 -1156481.42 -1025161.86 -1156481.42 -1025162.74 0.00 0.88 0.88 0.07 0.079 9 30 -1156478.78 -1025164.74 -1156476.17 -1025164.74 2.61 0.00 2.61 0.00 0.00
10 10 31 -1156481.50 -1025164.74 -1156478.78 -1025164.74 2.71 0.00 2.71 0.00 0.0011 11 32 -1156478.15 -1025156.89 -1156478.78 -1025156.89 0.63 0.00 0.63 7.85 4.9312 12 33 -1156479.80 -1025159.61 -1156481.42 -1025159.61 1.63 0.00 1.63 5.13 8.3413 13 34 -1156478.78 -1025162.74 -1156478.78 -1025161.86 0.00 0.88 0.88 2.71 2.3814 14 35 -1156476.17 -1025163.14 -1156477.47 -1025163.14 1.30 0.00 1.30 1.60 2.0715 15 36 -1156479.80 -1025160.74 -1156480.55 -1025160.74 0.75 0.00 0.75 4.01 3.0016 16 37 -1156478.78 -1025164.74 -1156478.78 -1025163.54 0.00 1.21 1.21 2.71 3.2717 17 38 -1156478.78 -1025158.54 -1156478.78 -1025156.89 0.00 1.64 1.64 2.71 4.4718 18 39 -1156479.76 -1025156.89 -1156480.35 -1025156.89 0.59 0.00 0.59 7.85 4.6319 19 40 -1156476.17 -1025161.86 -1156478.78 -1025161.86 2.61 0.00 2.61 2.88 7.5220 20 41 -1156476.17 -1025159.61 -1156478.86 -1025159.61 2.69 0.00 2.69 5.13 13.7721 21 42 -1156478.78 -1025161.86 -1156481.42 -1025161.86 2.64 0.00 2.64 2.88 7.60
-1156481.50 -1025164.74 -1156481.42 -1025164.74 19.13 -1025164.74 59.58 17.49 -1156481.50 52.36
Area piso 2 (m2) 46.98Area piso 1 (m2) 43.20
60.15
ex = 0.06 < 0.15
(E.3.6-2) X (m) Y (m) ey = 0.11 < 0.15
min -1156481.50 -1025164.74max -1156476.17 -1025156.82
Bx By LmX = #N/A < 19.13
5.32 7.93 (E.3.6-1)LmY = #N/A < 17.49
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Muro 1
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Muro 2
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SEGUNDO PISO
COORDENADAS
Nudo X (m) Y (m) Espesor muros X = 110 mm1 -1156467.63 -1025156.19 Espesor muros Y = 110 mm2 -1156467.63 -1025164.74 Min.long.muro = 0.10 m3 -1156468.83 -1025164.74 Aa = 0.25 m4 -1156467.63 -1025161.86 Mo = #N/A m5 -1156467.63 -1025160.816 -1156467.63 -1025159.617 -1156472.88 -1025161.86 Aa Mo8 -1156470.24 -1025156.19 0.40 339 -1156469.55 -1025156.19 0.35 30
10 -1156467.63 -1025156.19 0.30 2511 -1156472.88 -1025159.61 0.25 2112 -1156472.88 -1025156.19 0.20 1713 -1156472.15 -1025156.19 0.15 1314 -1156470.24 -1025158.66 0.10 815 -1156470.24 -1025159.61 0.05 416 -1156470.24 -1025161.8617 -1156470.24 -1025161.8618 -1156467.63 -1025161.8619 -1156472.88 -1025159.6120 -1156470.24 -1025162.8121 -1156468.83 -1025164.7422 -1156470.24 -1025156.1923 -1156467.63 -1025162.8124 -1156467.63 -1025160.8125 -1156470.24 -1025159.6126 -1156467.63 -1025162.8127 -1156467.63 -1025159.6128 -1156468.83 -1025164.7429 -1156472.80 -1025164.7430 -1156467.63 -1025162.8131 -1156467.63 -1025161.8632 -1156467.63 -1025160.8133 -1156472.88 -1025162.7434 -1156470.95 -1025156.1935 -1156470.24 -1025156.1936 -1156468.35 -1025156.1937 -1156472.88 -1025161.8638 -1156472.88 -1025159.6139 -1156472.88 -1025156.1940 -1156471.26 -1025158.6641 -1156467.63 -1025159.6142 -1156470.24 -1025160.8143 -1156472.88 -1025161.8644 -1156470.24 -1025161.8645 -1156471.11 -1025159.6146 -1156470.24 -1025161.8647 -1156468.83 -1025163.5948 -1156470.24 -1025158.6649 -1156467.63 -1025164.7450 -1156470.24 -1025160.8151 -1156470.24 -1025160.0452 -1156470.24 -1025162.81
MUROS
Elemento Ni Nj Xi Yi Xj Yj Lmx Lmy Muros sentido X Muros sentido YLmx by Lmx*by Lmy bx Lmy*bx
1 1 27 -1156467.63 -1025156.19 -1156467.63 -1025159.61 - 3.42 3.42 5.25 17.962 2 28 -1156467.63 -1025164.74 -1156468.83 -1025164.74 1.20 - 1.20 0.00 0.003 3 29 -1156468.83 -1025164.74 -1156472.80 -1025164.74 3.98 - 3.98 0.00 0.004 4 30 -1156467.63 -1025161.86 -1156467.63 -1025162.81 - 0.95 0.95 5.25 4.995 5 31 -1156467.63 -1025160.81 -1156467.63 -1025161.86 - 1.05 1.05 5.25 5.516 6 32 -1156467.63 -1025159.61 -1156467.63 -1025160.81 - 1.20 1.20 5.25 6.307 7 33 -1156472.88 -1025161.86 -1156472.88 -1025162.74 - 0.88 0.88 0.00 0.008 8 34 -1156470.24 -1025156.19 -1156470.95 -1025156.19 0.71 - 0.71 8.55 6.119 9 35 -1156469.55 -1025156.19 -1156470.24 -1025156.19 0.68 - 0.68 8.55 5.85
10 10 36 -1156467.63 -1025156.19 -1156468.35 -1025156.19 0.73 - 0.73 8.55 6.2011 11 37 -1156472.88 -1025159.61 -1156472.88 -1025161.86 - 2.25 2.25 0.00 0.0012 12 38 -1156472.88 -1025156.19 -1156472.88 -1025159.61 - 3.42 3.42 0.00 0.0013 13 39 -1156472.15 -1025156.19 -1156472.88 -1025156.19 0.73 - 0.73 8.55 6.2014 14 40 -1156470.24 -1025158.66 -1156471.26 -1025158.66 1.02 - 1.02 6.08 6.2315 15 41 -1156470.24 -1025159.61 -1156467.63 -1025159.61 2.61 - 2.61 5.13 13.3916 16 42 -1156470.24 -1025161.86 -1156470.24 -1025160.81 0.00 1.05 1.05 2.64 2.7717 17 43 -1156470.24 -1025161.86 -1156472.88 -1025161.86 2.64 0.00 2.64 2.88 7.6018 18 44 -1156467.63 -1025161.86 -1156470.24 -1025161.86 2.61 0.00 2.61 2.88 7.5219 19 45 -1156472.88 -1025159.61 -1156471.11 -1025159.61 1.76 0.00 1.76 5.13 9.0520 20 46 -1156470.24 -1025162.81 -1156470.24 -1025161.86 0.00 0.95 0.95 2.64 2.5121 21 47 -1156468.83 -1025164.74 -1156468.83 -1025163.59 0.00 1.16 1.16 4.05 4.6822 22 48 -1156470.24 -1025156.19 -1156470.24 -1025158.66 0.00 2.47 2.47 2.64 6.5223 23 49 -1156467.63 -1025162.81 -1156467.63 -1025164.74 0.00 1.93 1.93 5.25 10.1324 24 50 -1156467.63 -1025160.81 -1156470.24 -1025160.81 2.61 0.00 2.61 3.93 10.2625 25 51 -1156470.24 -1025159.61 -1156470.24 -1025160.04 0.00 0.42 0.42 2.64 1.1226 26 52 -1156467.63 -1025162.81 -1156470.24 -1025162.81 2.61 0.00 2.61 1.93 5.04
-1156472.88 -1025164.74 -1156472.88 -1025164.74 23.90 -1025164.74 83.46 21.15 -1156472.88 62.49
Area piso 2 (m2) 46.9831.34
ex = 0.06 < 0.15
(E.3.6-2) X (m) Y (m) ey = 0.09 < 0.15
min -1156472.88 -1025164.74max -1156467.63 -1025156.19
Bx By LmX = #N/A < 23.90
5.25 8.55 (E.3.6-1)LmY = #N/A < 21.15
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