Resultados ECO1
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7/26/2019 Resultados ECO1
1/17
ECOgcWE E2.33 -ECO- 1
VERSIN DE EVALUACIN Ab.11/16
GENERALES [Versin de evaluacin]
Nudos: 12Apoyos: 4
Secciones transversales: 3
Miembros: 16trabes: 8
columnas: 8otros: 0
Paneles: 0
Tableros: 2Diafragmas: 2
Factor de zona rgida: 0.5000
NIVELES [Versin de evaluacin]
Nivel Id Altura Z Bx By0 01 1 3.600 3.600 6.100 6.1002 2 3.600 7.200 6.100 6.100
NUDOS [Versin de evaluacin]
NUDO X Y Z Masa(m) (m) (m) (T/g)
1+A/0 0.000 0.000 0.000 0.0001+B/0 0.000 6.100 0.000 0.0002+A/0 6.100 0.000 0.000 0.000
2+B/0 6.100 6.100 0.000 0.0001+A/1 0.000 0.000 3.600 0.4171+B/1 0.000 6.100 3.600 0.4172+A/1 6.100 0.000 3.600 0.4172+B/1 6.100 6.100 3.600 0.4171+A/2 0.000 0.000 7.200 0.2751+B/2 0.000 6.100 7.200 0.2752+A/2 6.100 0.000 7.200 0.2752+B/2 6.100 6.100 7.200 0.275
APOYOS [Versin de evaluacin]
NUDO Dx Dy Dz Rx Ry Rz1+A/0 R R R R R R1+B/0 R R R R R R2+A/0 R R R R R R2+B/0 R R R R R R
SECCIONES TRANSVERSALES [Versin de evaluacin]
SEC TP MODULO E kG DIMENSIONES [parmetros] DISEO UBIC.ACEROTR R 2000000 0.40 B:0.31 H:0.6 [NS:4] Flexin r:0.05, re:0.05CO R 2000000 0.40 B:0.31 H:0.3 [NS:4] FlexoCom Ah/Ab:1, r:0.05,
re:0.05
MIEMBROS [Versin de evaluacin]
Miembro SEC P1-2 P1-3 Ang L Li Lj(grad) (m) (m) (m)
1+A-B/1 TR R-R R-R 0 6.100 0.155 0.1552+A-B/1 TR R-R R-R 0 6.100 0.155 0.155
A+1-2/1 TR R-R R-R 0 6.100 0.155 0.155B+1-2/1 TR R-R R-R 0 6.100 0.155 0.1551+A/0-1 CO R-R R-R 0 3.600 0.000 0.3001+B/0-1 CO R-R R-R 0 3.600 0.000 0.3002+A/0-1 CO R-R R-R 0 3.600 0.000 0.3002+B/0-1 CO R-R R-R 0 3.600 0.000 0.3001+A-B/2 TR R-R R-R 0 6.100 0.155 0.1552+A-B/2 TR R-R R-R 0 6.100 0.155 0.155
A+1-2/2 TR R-R R-R 0 6.100 0.155 0.155B+1-2/2 TR R-R R-R 0 6.100 0.155 0.1551+A/1-2 CO R-R R-R 0 3.600 0.300 0.3001+B/1-2 CO R-R R-R 0 3.600 0.300 0.3002+A/1-2 CO R-R R-R 0 3.600 0.300 0.3002+B/1-2 CO R-R R-R 0 3.600 0.300 0.300
TABLEROS [Versin de evaluacin]
Tablero rea(m2)
1+A: 2+A: 2+B: 37.211+B/11+A: 2+A: 2+B: 37.211+B/2
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7/26/2019 Resultados ECO1
2/17
ECOgcWE E2.33 -ECO- 2
VERSIN DE EVALUACIN Ab.11/16
TABLEROS [Versin de evaluacin]
Tablero rea(m2)
DIAFRAGMAS [Versin de evaluacin]
Diafragma rea X.CG Y.CG Masa X.CM Y.CM MasaROT(m2) (m) (m) (T/g) (m) (m) (T*m2/g)
Df:1+A/1 37.21 3.050 3.050 1.669 3.050 3.050 10.350Df:1+A/2 37.21 3.050 3.050 1.100 3.050 3.050 6.822
DATOS ANLISIS SISMICO [Versin de evaluacin]
Reglamento: RDF.2004Tipo de anlisis: Dinmico
Clculo de respuestas: Cortantes equivalentesModos a calcular: 6Niveles sin masa: 0
Grupo: BZona: II
QX: 2QY: 2kQ: 1 (regular)
ex.accidental: 0.1 Bc: 0.32
a0: 0.08Ta: 0.2 segTb: 1.35 seg
r: 1.33
COMBINACIONES [Versin de evaluacin]
Id Combinacin para PDeltaPD1 1.4CM + 1.4CV
Id Combinacin para MasasMA1 CM + CVI
Id Combinacin para DiseoDI1 1.4CM + 1.4CVDI2 1.1CM + 1.1CVI + 1.1SIFX1 + 0.33SIFY1DI3 1.1CM + 1.1CVI + 1.1SIFX1 - 0.33SIFY1DI4 1.1CM + 1.1CVI - 1.1SIFX1 + 0.33SIFY1DI5 1.1CM + 1.1CVI - 1.1SIFX1 - 0.33SIFY1DI6 1.1CM + 1.1CVI + 1.1SIFX2 + 0.33SIFY1DI7 1.1CM + 1.1CVI + 1.1SIFX2 - 0.33SIFY1DI8 1.1CM + 1.1CVI - 1.1SIFX2 + 0.33SIFY1
DI9 1.1CM + 1.1CVI - 1.1SIFX2 - 0.33SIFY1DI10 1.1CM + 1.1CVI + 1.1SIFX1 + 0.33SIFY2DI11 1.1CM + 1.1CVI + 1.1SIFX1 - 0.33SIFY2DI12 1.1CM + 1.1CVI - 1.1SIFX1 + 0.33SIFY2DI13 1.1CM + 1.1CVI - 1.1SIFX1 - 0.33SIFY2DI14 1.1CM + 1.1CVI + 1.1SIFX2 + 0.33SIFY2DI15 1.1CM + 1.1CVI + 1.1SIFX2 - 0.33SIFY2DI16 1.1CM + 1.1CVI - 1.1SIFX2 + 0.33SIFY2DI17 1.1CM + 1.1CVI - 1.1SIFX2 - 0.33SIFY2DI18 1.1CM + 1.1CVI + 0.33SIFX1 + 1.1SIFY1DI19 1.1CM + 1.1CVI + 0.33SIFX1 - 1.1SIFY1DI20 1.1CM + 1.1CVI - 0.33SIFX1 + 1.1SIFY1DI21 1.1CM + 1.1CVI - 0.33SIFX1 - 1.1SIFY1DI22 1.1CM + 1.1CVI + 0.33SIFX2 + 1.1SIFY1DI23 1.1CM + 1.1CVI + 0.33SIFX2 - 1.1SIFY1DI24 1.1CM + 1.1CVI - 0.33SIFX2 + 1.1SIFY1DI25 1.1CM + 1.1CVI - 0.33SIFX2 - 1.1SIFY1DI26 1.1CM + 1.1CVI + 0.33SIFX1 + 1.1SIFY2DI27 1.1CM + 1.1CVI + 0.33SIFX1 - 1.1SIFY2
DI28 1.1CM + 1.1CVI - 0.33SIFX1 + 1.1SIFY2DI29 1.1CM + 1.1CVI - 0.33SIFX1 - 1.1SIFY2DI30 1.1CM + 1.1CVI + 0.33SIFX2 + 1.1SIFY2DI31 1.1CM + 1.1CVI + 0.33SIFX2 - 1.1SIFY2DI32 1.1CM + 1.1CVI - 0.33SIFX2 + 1.1SIFY2DI33 1.1CM + 1.1CVI - 0.33SIFX2 - 1.1SIFY2
Donde: [Versin de evaluacin]
IdEC DescripcinCM Carga MuertaCV Carga VivaCVI Carga Viva InstantaneaSIFX1 SISMO 1 en direccin XSIFX2 SISMO 2 en direccin XSIFY1 SISMO 1 en direccin Y
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7/26/2019 Resultados ECO1
3/17
ECOgcWE E2.33 -ECO- 3
VERSIN DE EVALUACIN Ab.11/16
Donde: [Versin de evaluacin]
IdEC DescripcinSIFY2 SISMO 2 en direccin Y
ANLISIS SSMICO DINMICO [RDF2004] [Versin de evaluacin]
Perodo Aceleracin Coef.ParticipacinModo (seg) espectral x y Q'x Q'y
1 0.317 0.320 1.622 0.000 2.000 2.000
2 0.308 0.320 0.000 1.621 2.000 2.0003 0.174 0.289 0.000 0.000 1.872 1.8724 0.118 0.222 0.373 0.000 1.591 1.5915 0.115 0.218 0.000 0.378 1.574 1.5746 0.065 0.159 0.000 0.000 1.327 1.327
PESO TOTAL EN SISMO 27.16 T
CORTANTES BASALESesttico total X: 4.35 T
Y: 4.35 Testtico reducido X: 4.35 T
Y: 4.35 Ta0*Wt: 2.17 T
mnimo X: 3.48 T [factor: 0.8]Y: 3.48 T
Peso modal efectivo % de peso total
Modo x (T) y (T) x y1 25.80 0.00 94.97 0.002 0.00 25.76 0.00 94.853 0.00 0.00 0.00 0.004 1.37 0.00 5.03 0.005 0.00 1.40 0.00 5.156 0.00 0.00 0.00 0.00
Suma 27.16 27.16 100.00 100.00
Cortantes basales Alturas efectivas Momentos de volteoModo Vx (T) Vy (T) Mz (T*m) Hx (m) Hy (m) Mx (T*m) My (T*m)
1 4.13 0.00 0.00 5.436 0.000 22.44 0.002 0.00 4.12 0.00 0.000 5.441 0.00 22.433 0.00 0.00 24.79 0.000 0.000 0.00 0.004 0.19 0.00 0.00 -2.622 0.000 -0.50 0.005 0.00 0.19 0.00 0.000 -2.527 0.00 -0.496 0.00 0.00 0.96 0.000 0.000 0.00 0.00
Comb 4.13 4.13 24.81 22.44 22.43
ESTIMACIN DE RIGIDECES DE ENTREPISO [Versin de evaluacin]
C o r t a n t e Desplaz. C.Masa Desplaz.Relat ivo Rigidez de EntrepisoNivel X (T) Y (T) X (m) Y (m) X (m) Y (m) X (T/m) Y (T/m)2 2.13 2.13 0.00486 0.00462 0.00178 0.00171 1196.86 1248.951 4.13 4.13 0.00308 0.00291 0.00308 0.00291 1342.14 1418.35
SISMO EN DIRECCION X [Versin de evaluacin]
R e s p u e s t a s t o t a l e s Centro de masa Ex.Accid. Ex.Din Posiciones F.SsmicaNudo Fx (T) Fy (T) Mz (T*m) x (m) y (m) 0.1b (m) ed (m) Y1 (m) Y2 (m)Df: 1+A/2 2.13 0.00 0.00 3.050 3.050 0.610 0.000 3.660 2.440Df: 1+A/1 2.01 0.00 0.00 3.050 3.050 0.610 0.000 3.660 2.440SUMA 4.13 0.00 0.00
SISMO EN DIRECCION Y [Versin de evaluacin]
R e s p u e s t a s t o t a l e s Centro de masa Ex.Accid. Ex.Din Posiciones F.SsmicaNudo Fx (T) Fy (T) Mz (T*m) x (m) y (m) 0.1b (m) ed (m) X1 (m) X2 (m)Df: 1+A/2 0.00 2.13 0.00 3.050 3.050 0.610 0.000 3.660 2.440Df: 1+A/1 0.00 2.00 0.00 3.050 3.050 0.610 0.000 3.660 2.440SUMA 0.00 4.13 0.00
ENVOLVENTE DE DESPLAZAMIENTOS NODALES [Versin de evaluacin]
Nudo Comb Dx (cm) Dy (cm) Dz (cm) Rx (rad) Ry (rad) Rz (rad)1+A/1 DI1 0.000 0.000 -0.020 -0.000409 0.000424 0.000000
DI3 0.299 -0.056 -0.012 -0.000217 0.000519 -0.000132DI4 -0.299 0.056 -0.016 -0.000317 0.000035 0.000132DI6 0.379 0.056 -0.011 -0.000317 0.000578 0.000132DI9 -0.379 -0.056 -0.017 -0.000217 -0.000024 -0.000132
DI26 0.061 0.361 -0.011 -0.000568 0.000329 -0.000132DI29 -0.061 -0.361 -0.017 0.000034 0.000225 0.000132
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7/26/2019 Resultados ECO1
4/17
ECOgcWE E2.33 -ECO- 4
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE DESPLAZAMIENTOS NODALES [Versin de evaluacin]
Nudo Comb Dx (cm) Dy (cm) Dz (cm) Rx (rad) Ry (rad) Rz (rad)1+B/1 DI1 0.000 0.000 -0.020 0.000409 0.000424 0.000000
DI3 0.379 -0.056 -0.011 0.000317 0.000578 -0.000132DI4 -0.379 0.056 -0.017 0.000217 -0.000024 0.000132
DI26 0.142 0.361 -0.016 -0.000034 0.000388 -0.000132DI29 -0.142 -0.361 -0.012 0.000568 0.000166 0.000132
2+A/1 DI1 0.000 0.000 -0.020 -0.000409 -0.000424 0.000000DI3 0.299 -0.137 -0.017 -0.000155 -0.000035 -0.000132DI4 -0.299 0.137 -0.011 -0.000379 -0.000519 0.000132
DI6 0.379 0.137 -0.016 -0.000379 0.000024 0.000132DI9 -0.379 -0.137 -0.012 -0.000155 -0.000578 -0.000132DI19 0.061 -0.361 -0.017 0.000034 -0.000225 -0.000132DI20 -0.061 0.361 -0.011 -0.000568 -0.000329 0.000132
2+B/1 DI1 0.000 0.000 -0.020 0.000409 -0.000424 0.000000DI3 0.379 -0.137 -0.016 0.000379 0.000024 -0.000132DI4 -0.379 0.137 -0.012 0.000155 -0.000578 0.000132
DI19 0.142 -0.361 -0.012 0.000568 -0.000166 -0.000132DI20 -0.142 0.361 -0.016 -0.000034 -0.000388 0.000132
1+A/2 DI1 0.000 0.000 -0.027 -0.000265 0.000273 0.000000DI3 0.473 -0.090 -0.017 -0.000188 0.000313 -0.000207DI4 -0.473 0.090 -0.021 -0.000231 0.000118 0.000207DI6 0.600 0.090 -0.015 -0.000231 0.000335 0.000207DI9 -0.600 -0.090 -0.023 -0.000188 0.000097 -0.000207
DI26 0.098 0.573 -0.015 -0.000330 0.000237 -0.000207DI29 -0.098 -0.573 -0.023 -0.000089 0.000194 0.000207
1+B/2 DI1 0.000 0.000 -0.027 0.000265 0.000273 0.000000DI3 0.600 -0.090 -0.015 0.000231 0.000335 -0.000207
DI4 -0.600
0.090 -0.023 0.000188 0.000097 0.000207
DI26 0.224 0.573 -0.021 0.000089 0.000259 -0.000207DI29 -0.224 -0.573 -0.017 0.000330 0.000172 0.000207
2+A/2 DI1 0.000 0.000 -0.027 -0.000265 -0.000273 0.000000DI3 0.473 -0.216 -0.023 -0.000166 -0.000118 -0.000207DI4 -0.473 0.216 -0.015 -0.000253 -0.000313 0.000207DI6 0.600 0.216 -0.021 -0.000253 -0.000097 0.000207DI9 -0.600 -0.216 -0.017 -0.000166 -0.000335 -0.000207
DI19 0.098 -0.573 -0.023 -0.000089 -0.000194 -0.000207DI20 -0.098 0.573 -0.015 -0.000330 -0.000237 0.000207
2+B/2 DI1 0.000 0.000 -0.027 0.000265 -0.000273 0.000000DI3 0.600 -0.216 -0.021 0.000253 -0.000097 -0.000207DI4 -0.600 0.216 -0.017 0.000166 -0.000335 0.000207
DI19 0.224 -0.573 -0.017 0.000330 -0.000172 -0.000207DI20 -0.224 0.573 -0.021 0.000089 -0.000259 0.000207
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3
(T) (T) (T) (T*m) (T*m) (T*m)1+A-B/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.907TR R DI3 0.000 2.432 0.000 -0.032 0.000 1.8380.31x0.6
DI4 0.000 2.070 0.000 0.032 0.000 0.735DI26 0.000 1.147 0.000 -0.032 0.000 -2.082DI29 0.000 3.356 0.000 0.032 0.000 4.655
0.155 DI3 0.000 2.318 0.000 -0.032 0.000 1.469DI4 0.000 1.956 0.000 0.032 0.000 0.423
DI26 0.000 1.032 0.000 -0.032 0.000 -2.251DI29 0.000 3.241 0.000 0.032 0.000 4.144
0.755 DI3 0.000 1.875 0.000 -0.032 0.000 0.212DI4 0.000 1.513 0.000 0.032 0 .000 -0.618
DI26 0.000 0.590 0.000 -0.032 0.000 -2.738DI29 0.000 2.798 0.000 0.032 0.000 2.332
1.313 DI3 0.000 1.463 0.000 -0.032 0 .000 -0.719DI4 0.000 1.101 0.000 0.032 0 .000 -1.347
DI26 0.000 0.178 0.000 -0.032 0.000 -2.952DI29 0.000 2.387 0.000 0.032 0.000 0.885
2.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.070DI3 0.000 0.608 0.000 -0.032 0 .000 -1.918DI4 0.000 0.247 0.000 0.032 0 .000 -2.128
DI26 0.000 -0.677 0.000 -0.032 0.000 -2.662DI29 0.000 1.532 0.000 0.032 0.000 -1.384
3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.256DI3 0.000 0.181 0.000 -0.032 0 .000 -2.147DI4 0.000 -0.181 0.000 0.032 0 .000 -2.147
DI26 0.000 -1.104 0.000 -0.032 0.000 -2.147DI29 0.000 1.104 0.000 0.032 0.000 -2.147
3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.070DI3 0.000 -0.247 0.000 -0.032 0.000 -2.128DI4 0.000 -0.608 0.000 0.032 0.000 -1.918
DI26 0.000 -1.532 0.000 -0.032 0.000 -1.384
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7/26/2019 Resultados ECO1
5/17
ECOgcWE E2.33 -ECO- 5
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI29 0.000 0.677 0.000 0.032 0.000 -2.6624.787 DI3 0.000 -1.101 0.000 -0.032 0 .000 -1.347
DI4 0.000 -1.463 0.000 0.032 0 .000 -0.719DI26 0.000 -2.387 0.000 -0.032 0.000 0.885DI29 0.000 -0.178 0.000 0.032 0.000 -2.952
5.345 DI3 0.000 -1.513 0.000 -0.032 0 .000 -0.618DI4 0.000 -1.875 0.000 0.032 0.000 0.212
DI26 0.000 -2.798 0.000 -0.032 0.000 2.332DI29 0.000 -0.590 0.000 0.032 0.000 -2.7385.945 DI3 0.000 -1.956 0.000 -0.032 0.000 0.423
DI4 0.000 -2.318 0.000 0.032 0.000 1.469DI26 0.000 -3.241 0.000 -0.032 0.000 4.144DI29 0.000 -1.032 0.000 0.032 0.000 -2.251
6.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.907DI3 0.000 -2.070 0.000 -0.032 0.000 0.735DI4 0.000 -2.432 0.000 0.032 0.000 1.838
DI26 0.000 -3.356 0.000 -0.032 0.000 4.655DI29 0.000 -1.147 0.000 0.032 0.000 -2.082
2+A-B/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.907TR R DI3 0.000 2.664 0.000 -0.032 0.000 2.5440.31x0.6
DI4 0.000 1.839 0.000 0.032 0.000 0.028DI19 0.000 3.356 0.000 -0.032 0.000 4.655DI20 0.000 1.147 0.000 0.032 0.000 -2.082
0.155 DI3 0.000 2.549 0.000 -0.032
0.000 2.140DI4 0.000 1.724 0.000 0.032 0 .000 -0.248DI19 0.000 3.241 0.000 -0.032 0.000 4.144DI20 0.000 1.032 0.000 0.032 0.000 -2.251
0.755 DI3 0.000 2.106 0.000 -0.032 0.000 0.744DI4 0.000 1.282 0.000 0.032 0 .000 -1.149
DI19 0.000 2.798 0.000 -0.032 0.000 2.332DI20 0.000 0.590 0.000 0.032 0.000 -2.738
1.313 DI3 0.000 1.695 0.000 -0.032 0 .000 -0.317DI4 0.000 0.870 0.000 0.032 0 .000 -1.750
DI19 0.000 2.387 0.000 -0.032 0.000 0.885DI20 0.000 0.178 0.000 0.032 0.000 -2.952
2.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.070DI3 0.000 0.840 0.000 -0.032 0 .000 -1.784DI4 0.000 0.015 0.000 0.032 0 .000 -2.262
DI19 0.000 1.532 0.000 -0.032 0.000 -1.384DI20 0.000 -0.677 0.000 0.032 0.000 -2.662
3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.256
DI3 0.000 0.412 0.000 -0.032
0 .000 -2.147DI4 0.000 -0.412 0.000 0.032 0 .000 -2.147DI19 0.000 1.104 0.000 -0.032 0.000 -2.147DI20 0.000 -1.104 0.000 0.032 0.000 -2.147
3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.070DI3 0.000 -0.015 0.000 -0.032 0.000 -2.262DI4 0.000 -0.840 0.000 0.032 0.000 -1.784
DI19 0.000 0.677 0.000 -0.032 0.000 -2.662DI20 0 .000 -1.532 0.000 0.032 0.000 -1.384
4.787 DI3 0.000 -0.870 0.000 -0.032 0 .000 -1.750DI4 0.000 -1.695 0.000 0.032 0 .000 -0.317
DI19 0.000 -0.178 0.000 -0.032 0.000 -2.952DI20 0 .000 -2.387 0.000 0.032 0.000 0.885
5.345 DI3 0.000 -1.282 0.000 -0.032 0 .000 -1.149DI4 0.000 -2.106 0.000 0.032 0.000 0.744
DI19 0.000 -0.590 0.000 -0.032 0.000 -2.738DI20 0 .000 -2.798 0.000 0.032 0.000 2.332
5.945 DI3 0.000 -1.724 0.000 -0.032 0 .000 -0.248DI4 0.000 -2.549 0.000
0.032 0.000 2.140
DI19 0.000 -1.032 0.000 -0.032 0.000 -2.251DI20 0 .000 -3.241 0.000 0.032 0.000 4.144
6.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.907DI3 0.000 -1.839 0.000 -0.032 0.000 0.028DI4 0.000 -2.664 0.000 0.032 0.000 2.544
DI19 0.000 -1.147 0.000 -0.032 0.000 -2.082DI20 0.000 -3.356 0.000 0.032 0.000 4.655
A+1-2/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.852TR R DI3 0.000 1.369 0.000 -0.033 0 .000 -1.4420.31x0.6
DI4 0.000 3.134 0.000 0.033 0.000 3.940DI6 0.000 1.148 0.000 0.033 0.000 -2.116DI9 0.000 3.355 0.000 -0.033 0.000 4.615
0.155 DI3 0.000 1.254 0.000 -0.033 0 .000 -1.645
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7/26/2019 Resultados ECO1
6/17
ECOgcWE E2.33 -ECO- 6
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI4 0.000 3.019 0.000 0.033 0.000 3.464DI6 0.000 1.033 0.000 0.033 0.000 -2.285DI9 0.000 3.240 0.000 -0.033 0.000 4.104
0.755 DI3 0.000 0.812 0.000 -0.033 0 .000 -2.265DI4 0.000 2.576 0.000 0.033 0.000 1.785DI6 0.000 0.591 0.000 0.033 0.000 -2.772DI9 0.000 2.797 0.000 -0.033 0.000 2.292
1.313 DI3 0.000 0.400 0.000 -0.033 0 .000 -2.603DI4 0.000 2.164 0.000 0.033 0.000 0.462DI6 0.000 0.179 0.000 0.033 0.000 -2.987DI9 0.000 2.385 0.000 -0.033 0.000 0.846
2.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.126DI3 0.000 -0.455 0.000 -0.033 0 .000 -2.571DI4 0.000 1.310 0.000 0.033 0 .000 -1.549DI6 0.000 -0.676 0.000 0.033 0.000 -2.699DI9 0.000 1.531 0.000 -0.033 0.000 -1.421
3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.312DI3 0.000 -0.882 0.000 -0.033 0 .000 -2.184DI4 0.000 0.882 0.000 0.033 0 .000 -2.184DI6 0.000 -1.103 0.000 0.033 0.000 -2.184DI9 0.000 1.103 0.000 -0.033 0.000 -2.184
3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.126DI3 0.000 -1.310 0.000 -0.033 0 .000 -1.549DI4 0.000 0.455 0.000 0.033 0 .000 -2.571DI6 0 .000 -1.531 0.000 0.033 0.000 -1.421
DI9 0.000 0.676 0.000 -0.033 0.000 -2.6994.787 DI3 0.000 -2.164 0.000 -0.033 0.000 0.462DI4 0.000 -0.400 0.000 0.033 0 .000 -2.603DI6 0 .000 -2.385 0.000 0.033 0.000 0.846DI9 0.000 -0.179 0.000 -0.033 0.000 -2.987
5.345 DI3 0.000 -2.576 0.000 -0.033 0.000 1.785DI4 0.000 -0.812 0.000 0.033 0 .000 -2.265DI6 0 .000 -2.797 0.000 0.033 0.000 2.292DI9 0.000 -0.591 0.000 -0.033 0.000 -2.772
5.945 DI3 0.000 -3.019 0.000 -0.033 0.000 3.464DI4 0.000 -1.254 0.000 0.033 0 .000 -1.645DI6 0 .000 -3.240 0.000 0.033 0.000 4.104DI9 0.000 -1.033 0.000 -0.033 0.000 -2.285
6.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.852DI3 0.000 -3.134 0.000 -0.033 0.000 3.940DI4 0.000 -1.369 0.000 0.033 0 .000 -1.442DI6 0.000 -3.355 0.000 0.033 0.000 4.615DI9 0.000 -1.148 0.000 -0.033 0.000 -2.116
B+1-2/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.852TR R DI3 0.000 1.148 0.000 -0.033 0.000 -2.1160.31x0.6
DI4 0.000 3.355 0.000 0.033 0.000 4.6150.155 DI3 0.000 1.033 0.000 -0.033 0.000 -2.285
DI4 0.000 3.240 0.000 0.033 0.000 4.1040.755 DI3 0.000 0.591 0.000 -0.033 0.000 -2.772
DI4 0.000 2.797 0.000 0.033 0.000 2.2921.313 DI3 0.000 0.179 0.000 -0.033 0.000 -2.987
DI4 0.000 2.385 0.000 0.033 0.000 0.8462.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.126
DI3 0.000 -0.676 0.000 -0.033 0 .000 -2.699DI4 0.000 1.531 0.000 0.033 0 .000 -1.421
3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.312DI3 0.000 -1.103 0.000 -0.033 0 .000 -2.184DI4 0.000 1.103 0.000 0.033 0 .000 -2.184
3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.126
DI3 0.000 -1.531 0.000 -0.033 0 .000 -1.421DI4 0.000 0.676 0.000 0.033 0 .000 -2.6994.787 DI3 0.000 -2.385 0.000 -0.033 0.000 0.846
DI4 0.000 -0.179 0.000 0.033 0.000 -2.9875.345 DI3 0.000 -2.797 0.000 -0.033 0.000 2.292
DI4 0.000 -0.591 0.000 0.033 0.000 -2.7725.945 DI3 0.000 -3.240 0.000 -0.033 0.000 4.104
DI4 0.000 -1.033 0.000 0.033 0.000 -2.2856.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.852
DI3 0.000 -3.355 0.000 -0.033 0.000 4.615DI4 0.000 -1.148 0.000 0.033 0.000 -2.116
1+A/0-1 0.000 DI1 10.679 0.316 0.325 0.000 0.386 0.375CO R DI3 6.509 -0.801 0.409 0.037 0 .613 -1.5910.31x0.3
-
7/26/2019 Resultados ECO1
7/17
ECOgcWE E2.33 -ECO- 7
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI4 8.431 1.214 0.016 -0.037 -0.109 2.082DI6 5.707 -1.079 0.016 -0.037 -0.109 -2.094DI9 9.233 1.492 0.409 0.037 0.613 2.584
DI26 5.695 0.001 -1.079 0.037 -2.105 -0.130DI29 9.245 0.412 1.504 -0.037 2.610 0.620
0.300 DI1 10.679 0.316 0.325 0.000 0.288 0.281DI3 6.509 -0.801 0.409 0.037 0 .490 -1.351
DI4 8.431 1.214 0.016 -0.037 -0.114 1.717DI6 5.707 -1.079 0.016 -0.037 -0.114 -1.770DI9 9.233 1.492 0.409 0.037 0.490 2.137
DI26 5.695 0.001 -1.079 0.037 -1.782 -0.130DI29 9.245 0.412 1.504 -0.037 2.158 0.497
0.660 DI1 10.679 0.316 0.325 0.000 0.171 0.167DI3 6.509 -0.801 0.409 0.037 0 .343 -1.062DI4 8.431 1.214 0.016 -0.037 -0.119 1.280DI6 5.707 -1.079 0.016 -0.037 -0.119 -1.382DI9 9.233 1.492 0.409 0.037 0.343 1.599
DI26 5.695 0.001 -1.079 0.037 -1.393 -0.131DI29 9.245 0.412 1.504 -0.037 1.617 0.349
1.320 DI1 10.679 0.316 0.325 0.000 -0.044 -0.042DI3 6.509 -0.801 0.409 0.037 0 .073 -0.533DI4 8.431 1.214 0.016 -0.037 -0.130 0.479DI6 5.707 -1.079 0.016 -0.037 -0.130 -0.670DI9 9.233 1.492 0.409 0.037 0.073 0.615
DI26 5.695 0.001 -1.079 0.037 -0.681 -0.132DI29 9.245 0.412 1.504 -0.037 0.624 0.077
1.650 DI1 10.679 0.316 0.325 0.000 -0.151 -0.146DI3 6.509 -0.801 0.409 0.037 -0.062 -0.269DI4 8.431 1.214 0.016 -0.037 -0.135 0.078DI6 5.707 -1.079 0.016 -0.037 -0.135 -0.314DI9 9.233 1.492 0.409 0.037 -0.062 0.122
DI26 5.695 0.001 -1.079 0.037 -0.325 -0.132DI29 9.245 0.412 1.504 -0.037 0.128 -0.059
1.980 DI1 10.679 0.316 0.325 0.000 -0.258 -0.251DI3 6.509 -0.801 0.409 0.037 -0.197 -0.005DI4 8.431 1.214 0.016 -0.037 -0.140 -0.323DI6 5.707 -1.079 0.016 -0.037 -0.140 0.042DI9 9.233 1.492 0.409 0.037 -0.197 -0.370
DI26 5.695 0.001 -1.079 0.037 0.031 -0.133DI29 9.245 0.412 1.504 -0.037 -0.368 -0.195
2.640 DI1 10.679 0.316 0.325 0.000 -0.473 -0.459DI3 6.509 -0.801 0.409 0.037 -0.467 0.524DI4 8.431 1.214 0.016 -0.037 -0.151 -1.124DI6 5.707 -1.079 0.016 -0.037 -0.151 0.755
DI9 9.233 1.492 0.409 0.037 -0.467 -1.355DI26 5.695 0.001 -1.079 0.037 0.743 -0.133DI29 9.245 0.412 1.504 -0.037 -1.361 -0.467
3.000 DI1 10.679 0.316 0.325 0.000 -0.590 -0.573DI3 6.509 -0.801 0.409 0.037 -0.614 0.813DI4 8.431 1.214 0.016 -0.037 -0.156 -1.562DI6 5.707 -1.079 0.016 -0.037 -0.156 1.143DI9 9.233 1.492 0.409 0.037 -0.614 -1.892
DI26 5.695 0.001 -1.079 0.037 1.131 -0.134DI29 9.245 0.412 1.504 -0.037 -1.902 -0.615
3.300 DI1 10.679 0.316 0.325 0.000 -0.688 -0.668DI3 6.509 -0.801 0.409 0.037 -0.737 1.053DI4 8.431 1.214 0.016 -0.037 -0.161 -1.926DI6 5.707 -1.079 0.016 -0.037 -0.161 1.467DI9 9.233 1.492 0.409 0.037 -0.737 -2.340
DI26 5.695 0.001 -1.079 0.037 1.455 -0.134DI29 9.245 0.412 1.504 -0.037 -2.353 -0.739
3.600 DI1 10.679 0.316 0.325 0.000 -0.785 -0.763
DI3 6.509 -0.801 0.409 0.037 -0.860 1.293DI4 8.431 1.214 0.016 -0.037 -0.166 -2.290DI6 5.707 -1.079 0.016 -0.037 -0.166 1.790DI9 9.233 1.492 0.409 0.037 -0.860 -2.787
DI26 5.695 0.001 -1.079 0.037 1.779 -0.135DI29 9.245 0.412 1.504 -0.037 -2.804 -0.862
1+B/0-1 0.000 DI1 10.679 0.316 -0.325 0.000 -0.386 0.375CO R DI3 5.707 -1.079 -0.016 0.037 0.109 -2.0940.31x0.3
DI4 9.233 1.492 -0.409 -0.037 -0.613 2.584DI26 8.428 -0.276 -1.504 0.037 -2.610 -0.632DI29 6.512 0.689 1.079 -0.037 2.105 1.123
0.300 DI1 10.679 0.316 -0.325 0.000 -0.288 0.281DI3 5.707 -1.079 -0.016 0.037 0.114 -1.770DI4 9.233 1.492 -0.409 -0.037 -0.490 2.137
-
7/26/2019 Resultados ECO1
8/17
ECOgcWE E2.33 -ECO- 8
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI26 8.428 -0.276 -1.504 0.037 -2.158 -0.549DI29 6.512 0.689 1.079 -0.037 1.782 0.916
0.660 DI1 10.679 0.316 -0.325 0.000 -0.171 0.167DI3 5.707 -1.079 -0.016 0.037 0.119 -1.382DI4 9.233 1.492 -0.409 -0.037 -0.343 1.599
DI26 8.428 -0.276 -1.504 0.037 -1.617 -0.450DI29 6.512 0.689 1.079 -0.037 1.393 0.668
1.320 DI1 10.679 0.316 -0.325 0.000 0.044 -0.042DI3 5.707 -1.079 -0.016 0.037 0.130 -0.670DI4 9.233 1.492 -0.409 -0.037 -0.073 0.615
DI26 8.428 -0.276 -1.504 0.037 -0.624 -0.268DI29 6.512 0.689 1.079 -0.037 0.681 0.213
1.650 DI1 10.679 0.316 -0.325 0.000 0.151 -0.146DI3 5.707 -1.079 -0.016 0.037 0.135 -0.314DI4 9.233 1.492 -0.409 -0.037 0.062 0.122
DI26 8.428 -0.276 -1.504 0.037 -0.128 -0.177DI29 6.512 0.689 1.079 -0.037 0.325 -0.015
1.980 DI1 10.679 0.316 -0.325 0.000 0.258 -0.251DI3 5.707 -1.079 -0.016 0.037 0.140 0.042DI4 9.233 1.492 -0.409 -0.037 0.197 -0.370
DI26 8.428 -0.276 -1.504 0.037 0.368 -0.085DI29 6.512 0.689 1.079 -0.037 -0.031 -0.242
2.640 DI1 10.679 0.316 -0.325 0.000 0.473 -0.459DI3 5.707 -1.079 -0.016 0.037 0.151 0.755DI4 9.233 1.492 -0.409 -0.037 0.467 -1.355
DI26 8.428 -0.276 -1.504 0.037 1.361 0.097DI29 6.512 0.689 1.079 -0.037 -0.743 -0.6973.000 DI1 10.679 0.316 -0.325 0.000 0.590 -0.573
DI3 5.707 -1.079 -0.016 0.037 0.156 1.143DI4 9.233 1.492 -0.409 -0.037 0.614 -1.892
DI26 8.428 -0.276 -1.504 0.037 1.902 0.196DI29 6.512 0.689 1.079 -0.037 -1.131 -0.945
3.300 DI1 10.679 0.316 -0.325 0.000 0.688 -0.668DI3 5.707 -1.079 -0.016 0.037 0.161 1.467DI4 9.233 1.492 -0.409 -0.037 0.737 -2.340
DI26 8.428 -0.276 -1.504 0.037 2.353 0.279DI29 6.512 0.689 1.079 -0.037 -1.455 -1.152
3.600 DI1 10.679 0.316 -0.325 0.000 0.785 -0.763DI3 5.707 -1.079 -0.016 0.037 0.166 1.790DI4 9.233 1.492 -0.409 -0.037 0.860 -2.787
DI26 8.428 -0.276 -1.504 0.037 2.804 0.362DI29 6.512 0.689 1.079 -0.037 -1.779 -1.359
2+A/0-1 0.000 DI1 10.679 -0.316 0.325 0.000 0.386 -0.375CO R DI3 9.247 -1.214 0.703 0.037 1 .146 -2.0820.31x0.3
DI4 5.693 0.801 -0.278 -0.037 -0.642 1.591DI6 8.417 -1.492 -0.278 -0.037 -0.642 -2.584DI9 6.523 1.079 0.703 0.037 1.146 2.094
DI19 9.245 -0.412 1.504 0.037 2.610 -0.620DI20 5.695 -0.001 -1.079 -0.037 -2.105 0.130
0.300 DI1 10.679 -0.316 0.325 0.000 0.288 -0.281DI3 9.247 -1.214 0.703 0.037 0 .935 -1.717DI4 5.693 0.801 -0.278 -0.037 -0.559 1.351DI6 8.417 -1.492 -0.278 -0.037 -0.559 -2.137DI9 6.523 1.079 0.703 0.037 0.935 1.770
DI19 9.245 -0.412 1.504 0.037 2.158 -0.497DI20 5.695 -0.001 -1.079 -0.037 -1.782 0.130
0.660 DI1 10.679 -0.316 0.325 0.000 0.171 -0.167DI3 9.247 -1.214 0.703 0.037 0 .682 -1.280DI4 5.693 0.801 -0.278 -0.037 -0.459 1.062DI6 8.417 -1.492 -0.278 -0.037 -0.459 -1.599
DI9 6.523 1.079 0.703 0.037 0.682 1.382DI19 9.245 -0.412 1.504 0.037 1.617 -0.349DI20 5.695 -0.001 -1.079 -0.037 -1.393 0.131
1.320 DI1 10.679 -0.316 0.325 0.000 -0.044 0.042DI3 9.247 -1.214 0.703 0.037 0 .218 -0.479DI4 5.693 0.801 -0.278 -0.037 -0.275 0.533DI6 8.417 -1.492 -0.278 -0.037 -0.275 -0.615DI9 6.523 1.079 0.703 0.037 0.218 0.670
DI19 9.245 -0.412 1.504 0.037 0.624 -0.077DI20 5.695 -0.001 -1.079 -0.037 -0.681 0.132
1.650 DI1 10.679 -0.316 0.325 0.000 -0.151 0.146DI3 9.247 -1.214 0.703 0.037 -0.013 -0.078DI4 5.693 0.801 -0.278 -0.037 -0.184 0.269DI6 8.417 -1.492 -0.278 -0.037 -0.184 -0.122DI9 6.523 1.079 0.703 0.037 -0.013 0.314
-
7/26/2019 Resultados ECO1
9/17
ECOgcWE E2.33 -ECO- 9
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI19 9.245 -0.412 1.504 0.037 0.128 0.059DI20 5.695 -0.001 -1.079 -0.037 -0.325 0.132
1.980 DI1 10.679 -0.316 0.325 0.000 -0.258 0.251DI3 9.247 -1.214 0.703 0.037 -0.245 0.323DI4 5.693 0.801 -0.278 -0.037 -0.092 0.005DI6 8.417 -1.492 -0.278 -0.037 -0.092 0.370DI9 6.523 1.079 0.703 0.037 -0.245 -0.042
DI19 9.245 -0.412 1.504 0.037 -0.368 0.195DI20 5.695 -0.001 -1.079 -0.037 0.031 0.1332.640 DI1 10.679 -0.316 0.325 0.000 -0.473 0.459
DI3 9.247 -1.214 0.703 0.037 -0.709 1.124DI4 5.693 0.801 -0.278 -0.037 0 .091 -0.524DI6 8.417 -1.492 -0.278 -0.037 0.091 1.355DI9 6.523 1.079 0.703 0.037 -0.709 -0.755
DI19 9.245 -0.412 1.504 0.037 -1.361 0.467DI20 5.695 -0.001 -1.079 -0.037 0.743 0.133
3.000 DI1 10.679 -0.316 0.325 0.000 -0.590 0.573DI3 9.247 -1.214 0.703 0.037 -0.962 1.562DI4 5.693 0.801 -0.278 -0.037 0 .191 -0.813DI6 8.417 -1.492 -0.278 -0.037 0.191 1.892DI9 6.523 1.079 0.703 0.037 -0.962 -1.143
DI19 9.245 -0.412 1.504 0.037 -1.902 0.615DI20 5.695 -0.001 -1.079 -0.037 1.131 0.134
3.300 DI1 10.679 -0.316 0.325 0.000 -0.688 0.668DI3 9.247 -1.214 0.703 0.037 -1.173 1.926
DI4 5.693 0.801 -0.278 -0.037
0 .275 -1.053DI6 8.417 -1.492 -0.278 -0.037 0.275 2.340DI9 6.523 1.079 0.703 0.037 -1.173 -1.467
DI19 9.245 -0.412 1.504 0.037 -2.353 0.739DI20 5.695 -0.001 -1.079 -0.037 1.455 0.134
3.600 DI1 10.679 -0.316 0.325 0.000 -0.785 0.763DI3 9.247 -1.214 0.703 0.037 -1.384 2.290DI4 5.693 0.801 -0.278 -0.037 0 .358 -1.293DI6 8.417 -1.492 -0.278 -0.037 0.358 2.787DI9 6.523 1.079 0.703 0.037 -1.384 -1.790
DI19 9.245 -0.412 1.504 0.037 -2.804 0.862DI20 5.695 -0.001 -1.079 -0.037 1.779 0.135
2+B/0-1 0.000 DI1 10.679 -0.316 -0.325 0.000 -0.386 -0.375CO R DI3 8.417 -1.492 0.278 0.037 0.642 -2.5840.31x0.3
DI4 6.523 1.079 -0.703 -0.037 -1.146 2.094DI19 6.512 -0.689 1.079 0.037 2.105 -1.123DI20 8.428 0.276 -1.504 -0.037 -2.610 0.632
0.300 DI1 10.679 -0.316 -0.325 0.000 -0.288 -0.281DI3 8.417 -1.492 0.278 0.037 0.559 -2.137DI4 6.523 1.079 -0.703 -0.037 -0.935 1.770
DI19 6.512 -0.689 1.079 0.037 1.782 -0.916DI20 8.428 0.276 -1.504 -0.037 -2.158 0.549
0.660 DI1 10.679 -0.316 -0.325 0.000 -0.171 -0.167DI3 8.417 -1.492 0.278 0.037 0.459 -1.599DI4 6.523 1.079 -0.703 -0.037 -0.682 1.382
DI19 6.512 -0.689 1.079 0.037 1.393 -0.668DI20 8.428 0.276 -1.504 -0.037 -1.617 0.450
1.320 DI1 10.679 -0.316 -0.325 0.000 0.044 0.042DI3 8.417 -1.492 0.278 0.037 0.275 -0.615DI4 6.523 1.079 -0.703 -0.037 -0.218 0.670
DI19 6.512 -0.689 1.079 0.037 0.681 -0.213DI20 8.428 0.276 -1.504 -0.037 -0.624 0.268
1.650 DI1 10.679 -0.316 -0.325 0.000 0.151 0.146DI3 8.417 -1.492 0.278 0.037 0.184 -0.122DI4 6.523 1.079 -0.703 -0.037 0.013 0.314
DI19 6.512 -0.689 1.079
0.037 0.325 0.015DI20 8.428 0.276 -1.504 -0.037 -0.128 0.1771.980 DI1 10.679 -0.316 -0.325 0.000 0.258 0.251
DI3 8.417 -1.492 0.278 0.037 0.092 0.370DI4 6.523 1.079 -0.703 -0.037 0.245 -0.042
DI19 6.512 -0.689 1.079 0.037 -0.031 0.242DI20 8.428 0.276 -1.504 -0.037 0.368 0.085
2.640 DI1 10.679 -0.316 -0.325 0.000 0.473 0.459DI3 8.417 -1.492 0.278 0.037 -0.091 1.355DI4 6.523 1.079 -0.703 -0.037 0.709 -0.755
DI19 6.512 -0.689 1.079 0.037 -0.743 0.697DI20 8.428 0.276 -1.504 -0.037 1.361 -0.097
3.000 DI1 10.679 -0.316 -0.325 0.000 0.590 0.573DI3 8.417 -1.492 0.278 0.037 -0.191 1.892DI4 6.523 1.079 -0.703 -0.037 0.962 -1.143
-
7/26/2019 Resultados ECO1
10/17
ECOgcWE E2.33 -ECO- 10
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI19 6.512 -0.689 1.079 0.037 -1.131 0.945DI20 8.428 0.276 -1.504 -0.037 1.902 -0.196
3.300 DI1 10.679 -0.316 -0.325 0.000 0.688 0.668DI3 8.417 -1.492 0.278 0.037 -0.275 2.340DI4 6.523 1.079 -0.703 -0.037 1.173 -1.467
DI19 6.512 -0.689 1.079 0.037 -1.455 1.152DI20 8.428 0.276 -1.504 -0.037 2.353 -0.279
3.600 DI1 10.679 -0.316 -0.325 0.000 0.785 0.763DI3 8.417 -1.492 0.278 0.037 -0.358 2.787DI4 6.523 1.079 -0.703 -0.037 1.384 -1.790
DI19 6.512 -0.689 1.079 0.037 -1.779 1.359DI20 8.428 0.276 -1.504 -0.037 2.804 -0.362
1+A-B/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.992TR R DI19 0.000 1.812 0.000 -0.012 0.000 1.7230.31x0.6
DI20 0.000 1.156 0.000 0.012 0 .000 -0.279DI26 0.000 1.070 0.000 -0.012 0.000 -0.539DI29 0.000 1.897 0.000 0.012 0.000 1.983
0.155 DI1 0.000 1.854 0.000 0.000 0.000 0.697DI19 0.000 1.737 0.000 -0.012 0.000 1.448DI20 0.000 1.080 0.000 0.012 0 .000 -0.452DI26 0.000 0.995 0.000 -0.012 0.000 -0.699DI29 0.000 1.822 0.000 0.012 0.000 1.695
0.755 DI19 0.000 1.445 0.000 -0.012 0.000 0.493DI20 0.000 0.788 0.000 0.012 0 .000 -1.013DI26 0.000 0.703 0.000 -0.012 0.000 -1.209DI29 0.000 1.530 0.000 0.012 0.000 0.689
1.313 DI19 0.000 1.173 0.000 -0.012 0 .000 -0.237DI20 0.000 0.517 0.000 0.012 0 .000 -1.377DI26 0.000 0.432 0.000 -0.012 0.000 -1.525DI29 0.000 1.258 0.000 0.012 0.000 -0.089
2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.610 0.000 -0.012 0 .000 -1.269DI20 0.000 -0.047 0.000 0.012 0 .000 -1.649DI26 0.000 -0.132 0.000 -0.012 0.000 -1.699DI29 0.000 0.695 0.000 0.012 0.000 -1.220
3.050 DI1 0.000 0.000 0.000 0.000 0.000 -1.987DI19 0.000 0.328 0.000 -0.012 0 .000 -1.541DI20 0.000 -0.328 0.000 0.012 0 .000 -1.541DI26 0.000 -0.413 0.000 -0.012 0.000 -1.541DI29 0.000 0.413 0.000 0.012 0.000 -1.541
3.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.047 0.000 -0.012 0 .000 -1.649DI20 0.000 -0.610 0.000 0.012 0 .000 -1.269DI26 0.000 -0.695 0.000 -0.012 0.000 -1.220DI29 0.000 0.132 0.000 0.012 0.000 -1.699
4.787 DI19 0.000 -0.517 0.000 -0.012 0 .000 -1.377DI20 0.000 -1.173 0.000 0.012 0 .000 -0.237DI26 0.000 -1.258 0.000 -0.012 0.000 -0.089DI29 0.000 -0.432 0.000 0.012 0.000 -1.525
5.345 DI19 0.000 -0.788 0.000 -0.012 0 .000 -1.013DI20 0.000 -1.445 0.000 0.012 0.000 0.493DI26 0.000 -1.530 0.000 -0.012 0.000 0.689DI29 0.000 -0.703 0.000 0.012 0.000 -1.209
5.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.697DI19 0.000 -1.080 0.000 -0.012 0 .000 -0.452DI20 0.000 -1.737 0.000 0.012 0.000 1.448DI26 0.000 -1.822 0.000 -0.012 0.000 1.695DI29 0.000 -0.995 0.000 0.012 0.000 -0.699
6.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.992DI19 0.000 -1.156 0.000 -0.012 0 .000 -0.279DI20 0.000 -1.812 0.000 0.012 0.000 1.723DI26 0.000 -1.897 0.000 -0.012 0.000 1.983DI29 0.000 -1.070 0.000 0.012 0.000 -0.539
2+A-B/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.992TR R DI19 0.000 1.897 0.000 -0.012 0.000 1.9830.31x0.6
DI20 0.000 1.070 0.000 0.012 0.000 -0.5390.155 DI1 0.000 1.854 0.000 0.000 0.000 0.697
DI19 0.000 1.822 0.000 -0.012 0.000 1.695DI20 0.000 0.995 0.000 0.012 0.000 -0.699
0.755 DI19 0.000 1.530 0.000 -0.012 0.000 0.689DI20 0.000 0.703 0.000 0.012 0.000 -1.209
1.313 DI19 0.000 1.258 0.000 -0.012 0 .000 -0.089DI20 0.000 0.432 0.000 0.012 0.000 -1.525
-
7/26/2019 Resultados ECO1
11/17
ECOgcWE E2.33 -ECO- 11
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.695 0.000 -0.012 0 .000 -1.220DI20 0.000 -0.132 0.000 0.012 0 .000 -1.699
3.050 DI1 0.000 0.000 0.000 0.000 0.000 -1.987DI19 0.000 0.413 0.000 -0.012 0 .000 -1.541DI20 0.000 -0.413 0.000 0.012 0 .000 -1.541
3.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.132 0.000 -0.012 0 .000 -1.699DI20 0.000 -0.695 0.000 0.012 0 .000 -1.220
4.787 DI19 0.000 -0.432 0.000 -0.012 0.000 -1.525DI20 0.000 -1.258 0.000 0.012 0 .000 -0.089
5.345 DI19 0.000 -0.703 0.000 -0.012 0.000 -1.209DI20 0.000 -1.530 0.000 0.012 0.000 0.689
5.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.697DI19 0.000 -0.995 0.000 -0.012 0.000 -0.699DI20 0.000 -1.822 0.000 0.012 0.000 1.695
6.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.992DI19 0.000 -1.070 0.000 -0.012 0.000 -0.539DI20 0.000 -1.897 0.000 0.012 0.000 1.983
A+1-2/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.962TR R DI6 0.000 1.074 0.000 0.012 0.000 -0.5510.31x0.6
DI9 0.000 1.894 0.000 -0.012 0.000 1.949DI19 0.000 1.414 0.000 -0.012 0.000 0.486
DI20 0.000 1.554 0.000 0.012 0.000 0.9120.155 DI1 0.000 1.854 0.000 0.000 0.000 0.667
DI6 0.000 0.998 0.000 0.012 0.000 -0.712DI9 0.000 1.818 0.000 -0.012 0.000 1.661
DI19 0.000 1.338 0.000 -0.012 0.000 0.273DI20 0.000 1.478 0.000 0.012 0.000 0.677
0.755 DI6 0.000 0.707 0.000 0.012 0.000 -1.223DI9 0.000 1.526 0.000 -0.012 0.000 0.658
DI19 0.000 1.047 0.000 -0.012 0 .000 -0.443DI20 0.000 1.186 0.000 0.012 0 .000 -0.122
1.313 DI6 0.000 0.435 0.000 0.012 0.000 -1.542DI9 0.000 1.255 0.000 -0.012 0.000 -0.118
DI19 0.000 0.775 0.000 -0.012 0 .000 -0.951DI20 0.000 0.915 0.000 0.012 0 .000 -0.708
2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.910DI6 0.000 -0.128 0.000 0.012 0.000 -1.719DI9 0.000 0.692 0.000 -0.012 0.000 -1.245
DI19 0.000 0.212 0.000 -0.012 0 .000 -1.523
DI20 0.000 0.352 0.000 0.012 0 .000 -1.4423.050 DI1 0.000 0.000 0.000 0.000 0.000 -2.017
DI6 0.000 -0.410 0.000 0.012 0.000 -1.564DI9 0.000 0.410 0.000 -0.012 0.000 -1.564
DI19 0.000 -0.070 0.000 -0.012 0.000 -1.564DI20 0.000 0.070 0.000 0.012 0.000 -1.564
3.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.910DI6 0.000 -0.692 0.000 0.012 0.000 -1.245DI9 0.000 0.128 0.000 -0.012 0.000 -1.719
DI19 0.000 -0.352 0.000 -0.012 0.000 -1.442DI20 0.000 -0.212 0.000 0.012 0.000 -1.523
4.787 DI6 0.000 -1.255 0.000 0.012 0.000 -0.118DI9 0.000 -0.435 0.000 -0.012 0.000 -1.542
DI19 0.000 -0.915 0.000 -0.012 0 .000 -0.708DI20 0.000 -0.775 0.000 0.012 0 .000 -0.951
5.345 DI6 0.000 -1.526 0.000 0.012 0.000 0.658DI9 0.000 -0.707 0.000 -0.012 0.000 -1.223
DI19 0.000 -1.186 0.000 -0.012 0 .000 -0.122
DI20 0.000 -1.047 0.000 0.012 0 .000 -0.4435.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.667
DI6 0.000 -1.818 0.000 0.012 0.000 1.661DI9 0.000 -0.998 0.000 -0.012 0.000 -0.712
DI19 0.000 -1.478 0.000 -0.012 0.000 0.677DI20 0.000 -1.338 0.000 0.012 0.000 0.273
6.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.962DI6 0.000 -1.894 0.000 0.012 0.000 1.949DI9 0.000 -1.074 0.000 -0.012 0.000 -0.551
DI19 0.000 -1.554 0.000 -0.012 0.000 0.912DI20 0.000 -1.414 0.000 0.012 0.000 0.486
B+1-2/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.962TR R DI3 0.000 1.074 0.000 -0.012 0.000 -0.5510.31x0.6
-
7/26/2019 Resultados ECO1
12/17
ECOgcWE E2.33 -ECO- 12
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI4 0.000 1.894 0.000 0.012 0.000 1.949DI19 0.000 1.332 0.000 -0.012 0.000 0.237DI20 0.000 1.635 0.000 0.012 0.000 1.161
0.155 DI1 0.000 1.854 0.000 0.000 0.000 0.667DI3 0.000 0.998 0.000 -0.012 0.000 -0.712DI4 0.000 1.818 0.000 0.012 0.000 1.661
DI19 0.000 1.257 0.000 -0.012 0.000 0.036
DI20 0.000 1.560 0.000 0.012 0.000 0.9140.755 DI3 0.000 0.707 0.000 -0.012 0.000 -1.223DI4 0.000 1.526 0.000 0.012 0.000 0.658
DI19 0.000 0.965 0.000 -0.012 0 .000 -0.630DI20 0.000 1.268 0.000 0.012 0.000 0.065
1.313 DI3 0.000 0.435 0.000 -0.012 0.000 -1.542DI4 0.000 1.255 0.000 0.012 0.000 -0.118
DI19 0.000 0.693 0.000 -0.012 0 .000 -1.093DI20 0.000 0.997 0.000 0.012 0 .000 -0.567
2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.910DI3 0.000 -0.128 0.000 -0.012 0.000 -1.719DI4 0.000 0.692 0.000 0.012 0.000 -1.245
DI19 0.000 0.130 0.000 -0.012 0 .000 -1.570DI20 0.000 0.433 0.000 0.012 0 .000 -1.394
3.050 DI1 0.000 0.000 0.000 0.000 0.000 -2.017DI3 0.000 -0.410 0.000 -0.012 0.000 -1.564DI4 0.000 0.410 0.000 0.012 0.000 -1.564
DI19 0.000 -0.152 0.000 -0.012 0.000 -1.564
DI20 0.000 0.152 0.000 0.012 0.000 -1.5643.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.910DI3 0.000 -0.692 0.000 -0.012 0.000 -1.245DI4 0.000 0.128 0.000 0.012 0.000 -1.719
DI19 0.000 -0.433 0.000 -0.012 0.000 -1.394DI20 0.000 -0.130 0.000 0.012 0.000 -1.570
4.787 DI3 0.000 -1.255 0.000 -0.012 0.000 -0.118DI4 0.000 -0.435 0.000 0.012 0.000 -1.542
DI19 0.000 -0.997 0.000 -0.012 0 .000 -0.567DI20 0.000 -0.693 0.000 0.012 0 .000 -1.093
5.345 DI3 0.000 -1.526 0.000 -0.012 0.000 0.658DI4 0.000 -0.707 0.000 0.012 0.000 -1.223
DI19 0.000 -1.268 0.000 -0.012 0.000 0.065DI20 0.000 -0.965 0.000 0.012 0 .000 -0.630
5.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.667DI3 0.000 -1.818 0.000 -0.012 0.000 1.661DI4 0.000 -0.998 0.000 0.012 0.000 -0.712
DI19 0.000 -1.560 0.000 -0.012 0.000 0.914
DI20 0.000 -1.257 0.000 0.012 0.000 0.0366.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.962DI3 0.000 -1.894 0.000 -0.012 0.000 1.949DI4 0.000 -1.074 0.000 0.012 0.000 -0.551
DI19 0.000 -1.635 0.000 -0.012 0.000 1.161DI20 0.000 -1.332 0.000 0.012 0.000 0.237
1+A/1-2 0.000 DI1 3.907 0.570 0.587 0.000 1.122 1.089CO R DI6 2.489 -0.256 0.313 -0.022 0.603 -0.3580.31x0.3
DI9 3.446 1.061 0.518 0.022 0.945 1.859DI19 3.226 0.298 0.929 0.022 1.634 0.575DI20 2.709 0.508 -0.098 -0.022 -0.087 0.927DI26 2.484 0.298 -0.247 0.022 -0.337 0.575DI29 3.451 0.508 1.078 -0.022 1.884 0.927
0.300 DI1 3.907 0.570 0.587 0.000 0.946 0.918DI6 2.489 -0.256 0.313 -0.022 0.509 -0.281DI9 3.446 1.061 0.518 0.022 0.789 1.541
DI19 3.226 0.298 0.929 0.022 1.356 0.486
DI20 2.709 0.508 -0.098 -0.022 -0.058 0.774DI26 2.484 0.298 -0.247 0.022 -0.263 0.486DI29 3.451 0.508 1.078 -0.022 1.561 0.774
0.600 DI1 3.907 0.570 0.587 0.000 0.770 0.747DI6 2.489 -0.256 0.313 -0.022 0.415 -0.204DI9 3.446 1.061 0.518 0.022 0.634 1.223
DI19 3.226 0.298 0.929 0.022 1.077 0.396DI20 2.709 0.508 -0.098 -0.022 -0.028 0.622DI26 2.484 0.298 -0.247 0.022 -0.189 0.396DI29 3.451 0.508 1.078 -0.022 1.237 0.622
0.900 DI1 3.907 0.570 0.587 0.000 0.593 0.576DI6 2.489 -0.256 0.313 -0.022 0.321 -0.128DI9 3.446 1.061 0.518 0.022 0.479 0.904
DI19 3.226 0.298 0.929 0.022 0.798 0.307DI20 2.709 0.508 -0.098 -0.022 0.001 0.470
-
7/26/2019 Resultados ECO1
13/17
ECOgcWE E2.33 -ECO- 13
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI26 2.484 0.298 -0.247 0.022 -0.115 0.307DI29 3.451 0.508 1.078 -0.022 0.914 0.470
1.500 DI1 3.907 0.570 0.587 0.000 0.241 0.234DI6 2.489 -0.256 0.313 -0.022 0.133 0.026DI9 3.446 1.061 0.518 0.022 0.168 0.268
DI19 3.226 0.298 0.929 0.022 0.241 0.128DI20 2.709 0.508 -0.098 -0.022 0.060 0.165
DI26 2.484 0.298 -0.247 0.022 0.033 0.128DI29 3.451 0.508 1.078 -0.022 0.268 0.1651.800 DI1 3.907 0.570 0.587 0.000 0.065 0.064
DI6 2.489 -0.256 0.313 -0.022 0.039 0.102DI9 3.446 1.061 0.518 0.022 0.013 -0.051
DI19 3.226 0.298 0.929 0.022 -0.038 0.039DI20 2.709 0.508 -0.098 -0.022 0.090 0.013DI26 2.484 0.298 -0.247 0.022 0.107 0.039DI29 3.451 0.508 1.078 -0.022 -0.056 0.013
2.100 DI1 3.907 0.570 0.587 0.000 -0.111 -0.107DI6 2.489 -0.256 0.313 -0.022 -0.055 0.179DI9 3.446 1.061 0.518 0.022 -0.143 -0.369
DI19 3.226 0.298 0.929 0.022 -0.317 -0.051DI20 2.709 0.508 -0.098 -0.022 0 .119 -0.139DI26 2.484 0.298 -0.247 0.022 0.181 -0.051DI29 3.451 0.508 1.078 -0.022 -0.379 -0.139
2.700 DI1 3.907 0.570 0.587 0.000 -0.464 -0.449DI6 2.489 -0.256 0.313 -0.022 -0.243 0.333
DI9 3.446 1.061 0.518 0.022 -0.453 -1.006DI19 3.226 0.298 0.929 0.022 -0.874 -0.229DI20 2.709 0.508 -0.098 -0.022 0 .178 -0.444DI26 2.484 0.298 -0.247 0.022 0.329 -0.229DI29 3.451 0.508 1.078 -0.022 -1.025 -0.444
3.000 DI1 3.907 0.570 0.587 0.000 -0.640 -0.620DI6 2.489 -0.256 0.313 -0.022 -0.337 0.409DI9 3.446 1.061 0.518 0.022 -0.608 -1.324
DI19 3.226 0.298 0.929 0.022 -1.153 -0.319DI20 2.709 0.508 -0.098 -0.022 0 .208 -0.596DI26 2.484 0.298 -0.247 0.022 0.403 -0.319DI29 3.451 0.508 1.078 -0.022 -1.349 -0.596
3.300 DI1 3.907 0.570 0.587 0.000 -0.816 -0.791DI6 2.489 -0.256 0.313 -0.022 -0.431 0.486DI9 3.446 1.061 0.518 0.022 -0.764 -1.642
DI19 3.226 0.298 0.929 0.022 -1.432 -0.408DI20 2.709 0.508 -0.098 -0.022 0 .237 -0.748DI26 2.484 0.298 -0.247 0.022 0.477 -0.408DI29 3.451 0.508 1.078 -0.022 -1.672 -0.748
3.600 DI1 3.907 0.570 0.587 0.000 -0.992 -0.962DI6 2.489 -0.256 0.313 -0.022 -0.525 0.563DI9 3.446 1.061 0.518 0.022 -0.919 -1.961
DI19 3.226 0.298 0.929 0.022 -1.711 -0.498DI20 2.709 0.508 -0.098 -0.022 0 .267 -0.901DI26 2.484 0.298 -0.247 0.022 0.551 -0.498DI29 3.451 0.508 1.078 -0.022 -1.995 -0.901
1+B/1-2 0.000 DI1 3.907 0.570 -0.587 0.000 -1.122 1.089CO R DI3 2.489 -0.256 -0.313 0.022 -0.603 -0.3580.31x0.3
DI4 3.446 1.061 -0.518 -0.022 -0.945 1.859DI19 2.488 0.155 0.098 0.022 0.087 0.334DI20 3.447 0.650 -0.929 -0.022 -1.634 1.168DI26 3.229 0.155 -1.078 0.022 -1.884 0.334DI29 2.706 0.650 0.247 -0.022 0.337 1.168
0.300 DI1 3.907 0.570 -0.587 0.000 -0.946 0.918DI3 2.489 -0.256 -0.313 0.022 -0.509 -0.281DI4 3.446 1.061 -0.518 -0.022 -0.789 1.541
DI19 2.488 0.155 0.098 0.022 0.058 0.287DI20 3.447 0.650 -0.929 -0.022 -1.356 0.973DI26 3.229 0.155 -1.078 0.022 -1.561 0.287DI29 2.706 0.650 0.247 -0.022 0.263 0.973
0.600 DI1 3.907 0.570 -0.587 0.000 -0.770 0.747DI3 2.489 -0.256 -0.313 0.022 -0.415 -0.204DI4 3.446 1.061 -0.518 -0.022 -0.634 1.223
DI19 2.488 0.155 0.098 0.022 0.028 0.241DI20 3.447 0.650 -0.929 -0.022 -1.077 0.778DI26 3.229 0.155 -1.078 0.022 -1.237 0.241DI29 2.706 0.650 0.247 -0.022 0.189 0.778
0.900 DI1 3.907 0.570 -0.587 0.000 -0.593 0.576DI3 2.489 -0.256 -0.313 0.022 -0.321 -0.128DI4 3.446 1.061 -0.518 -0.022 -0.479 0.904
DI19 2.488 0.155 0.098 0.022 -0.001 0.194
-
7/26/2019 Resultados ECO1
14/17
ECOgcWE E2.33 -ECO- 14
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI20 3.447 0.650 -0.929 -0.022 -0.798 0.583DI26 3.229 0.155 -1.078 0.022 -0.914 0.194DI29 2.706 0.650 0.247 -0.022 0.115 0.583
1.500 DI1 3.907 0.570 -0.587 0.000 -0.241 0.234DI3 2.489 -0.256 -0.313 0.022 -0.133 0.026DI4 3.446 1.061 -0.518 -0.022 -0.168 0.268
DI19 2.488 0.155 0.098 0.022 -0.060 0.101
DI20 3.447 0.650 -0.929 -0.022 -0.241 0.192DI26 3.229 0.155 -1.078 0.022 -0.268 0.101DI29 2.706 0.650 0.247 -0.022 -0.033 0.192
1.800 DI1 3.907 0.570 -0.587 0.000 -0.065 0.064DI3 2.489 -0.256 -0.313 0.022 -0.039 0.102DI4 3.446 1.061 -0.518 -0.022 -0.013 -0.051
DI19 2.488 0.155 0.098 0.022 -0.090 0.054DI20 3.447 0.650 -0.929 -0.022 0 .038 -0.003DI26 3.229 0.155 -1.078 0.022 0.056 0.054DI29 2.706 0.650 0.247 -0.022 -0.107 -0.003
2.100 DI1 3.907 0.570 -0.587 0.000 0.111 -0.107DI3 2.489 -0.256 -0.313 0.022 0.055 0.179DI4 3.446 1.061 -0.518 -0.022 0.143 -0.369
DI19 2.488 0.155 0.098 0.022 -0.119 0.008DI20 3.447 0.650 -0.929 -0.022 0 .317 -0.198DI26 3.229 0.155 -1.078 0.022 0.379 0.008DI29 2.706 0.650 0.247 -0.022 -0.181 -0.198
2.700 DI1 3.907 0.570 -0.587 0.000 0.464 -0.449
DI3 2.489 -0.256
-0.313 0.022 0.243 0.333
DI4 3.446 1.061 -0.518 -0.022 0.453 -1.006DI19 2.488 0.155 0.098 0.022 -0.178 -0.085DI20 3.447 0.650 -0.929 -0.022 0 .874 -0.588DI26 3.229 0.155 -1.078 0.022 1.025 -0.085DI29 2.706 0.650 0.247 -0.022 -0.329 -0.588
3.000 DI1 3.907 0.570 -0.587 0.000 0.640 -0.620DI3 2.489 -0.256 -0.313 0.022 0.337 0.409DI4 3.446 1.061 -0.518 -0.022 0.608 -1.324
DI19 2.488 0.155 0.098 0.022 -0.208 -0.132DI20 3.447 0.650 -0.929 -0.022 1 .153 -0.783DI26 3.229 0.155 -1.078 0.022 1.349 -0.132DI29 2.706 0.650 0.247 -0.022 -0.403 -0.783
3.300 DI1 3.907 0.570 -0.587 0.000 0.816 -0.791DI3 2.489 -0.256 -0.313 0.022 0.431 0.486DI4 3.446 1.061 -0.518 -0.022 0.764 -1.642
DI19 2.488 0.155 0.098 0.022 -0.237 -0.179DI20 3.447 0.650 -0.929 -0.022 1 .432 -0.978DI26 3.229 0.155 -1.078 0.022 1.672 -0.179
DI29 2.706 0.650 0.247 -0.022 -0.477 -0.9783.600 DI1 3.907 0.570 -0.587 0.000 0.992 -0.962
DI3 2.489 -0.256 -0.313 0.022 0.525 0.563DI4 3.446 1.061 -0.518 -0.022 0.919 -1.961
DI19 2.488 0.155 0.098 0.022 -0.267 -0.225DI20 3.447 0.650 -0.929 -0.022 1 .711 -1.173DI26 3.229 0.155 -1.078 0.022 1.995 -0.225DI29 2.706 0.650 0.247 -0.022 -0.551 -1.173
2+A/1-2 0.000 DI1 3.907 -0.570 0.587 0.000 1.122 -1.089CO R DI6 3.224 -1.061 0.165 -0.022 0.353 -1.8590.31x0.3
DI9 2.711 0.256 0.666 0.022 1.194 0.358DI19 3.451 -0.508 1.078 0.022 1.884 -0.927DI20 2.484 -0.298 -0.247 -0.022 -0.337 -0.575
0.300 DI1 3.907 -0.570 0.587 0.000 0.946 -0.918DI6 3.224 -1.061 0.165 -0.022 0.304 -1.541DI9 2.711 0.256 0.666 0.022 0.994 0.281
DI19 3.451 -0.508 1.078 0.022 1.561 -0.774DI20 2.484 -0.298 -0.247 -0.022 -0.263 -0.486
0.600 DI1 3.907 -0.570 0.587 0.000 0.770 -0.747DI6 3.224 -1.061 0.165 -0.022 0.254 -1.223DI9 2.711 0.256 0.666 0.022 0.794 0.204
DI19 3.451 -0.508 1.078 0.022 1.237 -0.622DI20 2.484 -0.298 -0.247 -0.022 -0.189 -0.396
0.900 DI1 3.907 -0.570 0.587 0.000 0.593 -0.576DI6 3.224 -1.061 0.165 -0.022 0.205 -0.904DI9 2.711 0.256 0.666 0.022 0.595 0.128
DI19 3.451 -0.508 1.078 0.022 0.914 -0.470DI20 2.484 -0.298 -0.247 -0.022 -0.115 -0.307
1.500 DI1 3.907 -0.570 0.587 0.000 0.241 -0.234DI6 3.224 -1.061 0.165 -0.022 0.106 -0.268DI9 2.711 0.256 0.666 0.022 0.195 -0.026
DI19 3.451 -0.508 1.078 0.022 0.268 -0.165
-
7/26/2019 Resultados ECO1
15/17
ECOgcWE E2.33 -ECO- 15
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI20 2.484 -0.298 -0.247 -0.022 0 .033 -0.1281.800 DI1 3.907 -0.570 0.587 0.000 0.065 -0.064
DI6 3.224 -1.061 0.165 -0.022 0.056 0.051DI9 2.711 0.256 0.666 0.022 -0.005 -0.102
DI19 3.451 -0.508 1.078 0.022 -0.056 -0.013DI20 2.484 -0.298 -0.247 -0.022 0.107 -0.039
2.100 DI1 3.907 -0.570 0.587 0.000 -0.111 0.107
DI6 3.224 -1.061 0.165 -0.022 0.007 0.369DI9 2.711 0.256 0.666 0.022 -0.204 -0.179DI19 3.451 -0.508 1.078 0.022 -0.379 0.139DI20 2.484 -0.298 -0.247 -0.022 0.181 0.051
2.700 DI1 3.907 -0.570 0.587 0.000 -0.464 0.449DI6 3.224 -1.061 0.165 -0.022 -0.092 1.006DI9 2.711 0.256 0.666 0.022 -0.604 -0.333
DI19 3.451 -0.508 1.078 0.022 -1.025 0.444DI20 2.484 -0.298 -0.247 -0.022 0.329 0.229
3.000 DI1 3.907 -0.570 0.587 0.000 -0.640 0.620DI6 3.224 -1.061 0.165 -0.022 -0.141 1.324DI9 2.711 0.256 0.666 0.022 -0.804 -0.409
DI19 3.451 -0.508 1.078 0.022 -1.349 0.596DI20 2.484 -0.298 -0.247 -0.022 0.403 0.319
3.300 DI1 3.907 -0.570 0.587 0.000 -0.816 0.791DI6 3.224 -1.061 0.165 -0.022 -0.191 1.642DI9 2.711 0.256 0.666 0.022 -1.004 -0.486
DI19 3.451 -0.508 1.078 0.022 -1.672 0.748
DI20 2.484 -0.298 -0.247 -0.022 0.477 0.4083.600 DI1 3.907 -0.570 0.587 0.000 -0.992 0.962DI6 3.224 -1.061 0.165 -0.022 -0.240 1.961DI9 2.711 0.256 0.666 0.022 -1.203 -0.563
DI19 3.451 -0.508 1.078 0.022 -1.995 0.901DI20 2.484 -0.298 -0.247 -0.022 0.551 0.498
2+B/1-2 0.000 DI1 3.907 -0.570 -0.587 0.000 -1.122 -1.089CO R DI3 3.224 -1.061 -0.165 0.022 -0.353 -1.8590.31x0.3
DI4 2.711 0.256 -0.666 -0.022 -1.194 0.358DI19 2.706 -0.650 0.247 0.022 0.337 -1.168DI20 3.229 -0.155 -1.078 -0.022 -1.884 -0.334
0.300 DI1 3.907 -0.570 -0.587 0.000 -0.946 -0.918DI3 3.224 -1.061 -0.165 0.022 -0.304 -1.541DI4 2.711 0.256 -0.666 -0.022 -0.994 0.281
DI19 2.706 -0.650 0.247 0.022 0.263 -0.973DI20 3.229 -0.155 -1.078 -0.022 -1.561 -0.287
0.600 DI1 3.907 -0.570 -0.587 0.000 -0.770 -0.747DI3 3.224 -1.061 -0.165 0.022 -0.254 -1.223DI4 2.711 0.256 -0.666 -0.022 -0.794 0.204
DI19 2.706 -0.650 0.247 0.022 0.189 -0.778DI20 3.229 -0.155 -1.078 -0.022 -1.237 -0.241
0.900 DI1 3.907 -0.570 -0.587 0.000 -0.593 -0.576DI3 3.224 -1.061 -0.165 0.022 -0.205 -0.904DI4 2.711 0.256 -0.666 -0.022 -0.595 0.128
DI19 2.706 -0.650 0.247 0.022 0.115 -0.583DI20 3.229 -0.155 -1.078 -0.022 -0.914 -0.194
1.500 DI1 3.907 -0.570 -0.587 0.000 -0.241 -0.234DI3 3.224 -1.061 -0.165 0.022 -0.106 -0.268DI4 2.711 0.256 -0.666 -0.022 -0.195 -0.026
DI19 2.706 -0.650 0.247 0.022 -0.033 -0.192DI20 3.229 -0.155 -1.078 -0.022 -0.268 -0.101
1.800 DI1 3.907 -0.570 -0.587 0.000 -0.065 -0.064DI3 3.224 -1.061 -0.165 0.022 -0.056 0.051DI4 2.711 0.256 -0.666 -0.022 0.005 -0.102
DI19 2.706 -0.650 0.247 0 .022 -0.107 0.003
DI20 3.229 -0.155 -1.078 -0.022 0.056 -0.0542.100 DI1 3.907 -0.570 -0.587 0.000 0.111 0.107
DI3 3.224 -1.061 -0.165 0.022 -0.007 0.369DI4 2.711 0.256 -0.666 -0.022 0.204 -0.179
DI19 2.706 -0.650 0.247 0.022 -0.181 0.198DI20 3.229 -0.155 -1.078 -0.022 0.379 -0.008
2.700 DI1 3.907 -0.570 -0.587 0.000 0.464 0.449DI3 3.224 -1.061 -0.165 0.022 0.092 1.006DI4 2.711 0.256 -0.666 -0.022 0.604 -0.333
DI19 2.706 -0.650 0.247 0.022 -0.329 0.588DI20 3.229 -0.155 -1.078 -0.022 1.025 0.085
3.000 DI1 3.907 -0.570 -0.587 0.000 0.640 0.620DI3 3.224 -1.061 -0.165 0.022 0.141 1.324DI4 2.711 0.256 -0.666 -0.022 0.804 -0.409
DI19 2.706 -0.650 0.247 0.022 -0.403 0.783
-
7/26/2019 Resultados ECO1
16/17
ECOgcWE E2.33 -ECO- 16
VERSIN DE EVALUACIN Ab.11/16
ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]
Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)
DI20 3.229 -0.155 -1.078 -0.022 1.349 0.1323.300 DI1 3.907 -0.570 -0.587 0.000 0.816 0.791
DI3 3.224 -1.061 -0.165 0.022 0.191 1.642DI4 2.711 0.256 -0.666 -0.022 1.004 -0.486
DI19 2.706 -0.650 0.247 0.022 -0.477 0.978DI20 3.229 -0.155 -1.078 -0.022 1.672 0.179
3.600 DI1 3.907 -0.570 -0.587 0.000 0.992 0.962
DI3 3.224 -1.061 -0.165 0.022 0.240 1.961DI4 2.711 0.256 -0.666 -0.022 1.203 -0.563DI19 2.706 -0.650 0.247 0.022 -0.551 1.173DI20 3.229 -0.155 -1.078 -0.022 1.995 0.225
ENVOLVENTE DE REACCIONES [Versin de evaluacin]
NUDO Comb Fx (T) Fy (T) Fz (T) Mx (T*m) My (T*m) Mz (T*m)1+A/0 DI1 0.316 0.325 10.679 -0.386 0.375 0.000
DI3 -0.801 0.409 6.509 -0.613 -1.591 0.037DI4 1.214 0.016 8.431 0.109 2.082 -0.037DI6 -1.079 0.016 5.707 0.109 -2.094 -0.037DI9 1.492 0.409 9.233 -0.613 2.584 0.037
DI26 0.001 -1.079 5.695 2.105 -0.130 0.037DI29 0.412 1.504 9.245 -2.610 0.620 -0.037
1+B/0 DI1 0.316 -0.325 10.679 0.386 0.375 0.000DI3 -1.079 -0.016 5.707 -0.109 -2.094 0.037DI4 1.492 -0.409 9.233 0.613 2.584 -0.037
DI26 -0.276 -1.504 8.428 2.610 -0.632 0.037DI29 0.689 1.079 6.512 -2.105 1.123 -0.0372+A/0 DI1 -0.316 0.325 10.679 -0.386 -0.375 0.000
DI3 -1.214 0.703 9.247 -1.146 -2.082 0.037DI4 0.801 -0.278 5.693 0.642 1.591 -0.037DI6 -1.492 -0.278 8.417 0.642 -2.584 -0.037DI9 1.079 0.703 6.523 -1.146 2.094 0.037
DI19 -0.412 1.504 9.245 -2.610 -0.620 0.037DI20 -0.001 -1.079 5.695 2.105 0.130 -0.037
2+B/0 DI1 -0.316 -0.325 10.679 0.386 -0.375 0.000DI3 -1.492 0.278 8.417 -0.642 -2.584 0.037DI4 1.079 -0.703 6.523 1.146 2.094 -0.037
DI19 -0.689 1.079 6.512 -2.105 -1.123 0.037DI20 0.276 -1.504 8.428 2.610 0.632 -0.037
DESPLAZAMIENTOS RELATIVOS [Versin de evaluacin]
NiX NjX Rx NiY NjY Ry RxX+0.3*RyXColumna EC Dir (cm) (cm) (cm) (cm) (cm) (cm) RyY+0.3*RxY *Q'/H
1+A/0-1 SIFx1 X 0.000 0.280 0.280 0.000 0.028 0.028[Q'/H x:0.556 SIFx2 X 0.000 0.337 0.337 0.000 -0.028 0.028 0.345 0.00192y:0.556]
SIFy1 Y 0.000 0.028 0.028 0.000 0.263 0.263SIFy2 Y 0.000 -0.028 0.028 0.000 0.320 0.320 0.328 0.00182
1+B/0-1 SIFx1 X 0.000 0.337 0.337 0.000 0.028 0.028 0.345 0.00192[Q'/H x:0.556 SIFx2 X 0.000 0.280 0.280 0.000 -0.028 0.028y:0.556]
SIFy1 Y 0.000 -0.028 0.028 0.000 0.263 0.263SIFy2 Y 0.000 0.028 0.028 0.000 0.320 0.320 0.328 0.00182
2+A/0-1 SIFx1 X 0.000 0.280 0.280 0.000 -0.028 0.028[Q'/H x:0.556 SIFx2 X 0.000 0.337 0.337 0.000 0.028 0.028 0.345 0.00192y:0.556]
SIFy1 Y 0.000 0.028 0.028 0.000 0.320 0.320 0.328 0.00182SIFy2 Y 0.000 -0.028 0.028 0.000 0.263 0.263
2+B/0-1 SIFx1 X 0.000 0.337 0.337 0.000 -0.028 0.028 0.345 0.00192[Q'/H x:0.556 SIFx2 X 0.000 0.280 0.280 0.000 0.028 0.028y:0.556]
SIFy1 Y 0.000 -0.028 0.028 0.000 0.320 0.320 0.328 0.00182SIFy2 Y 0.000 0.028 0.028 0.000 0.263 0.263
1+A/1-2 SIFx1 X 0.280 0.444 0.164 0.028 0.044 0.016[Q'/H x:0.556 SIFx2 X 0.337 0.532 0.196 -0.028 -0.044 0.016 0.200 0.00111y:0.556]
SIFy1 Y 0.028 0.044 0.016 0.263 0.420 0.156SIFy2 Y -0.028 -0.044 0.016 0.320 0.508 0.188 0.193 0.00107
1+B/1-2 SIFx1 X 0.337 0.532 0.196 0.028 0.044 0.016 0.200 0.00111[Q'/H x:0.556 SIFx2 X 0.280 0.444 0.164 -0.028 -0.044 0.016y:0.556]
SIFy1 Y -0.028 -0.044 0.016 0.263 0.420 0.156SIFy2 Y 0.028 0.044 0.016 0.320 0.508 0.188 0.193 0.00107
2+A/1-2 SIFx1 X 0.280 0.444 0.164 -0.028 -0.044 0.016
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7/26/2019 Resultados ECO1
17/17
ECOgcWE E2.33 -ECO- 17
VERSIN DE EVALUACIN Ab.11/16
DESPLAZAMIENTOS RELATIVOS [Versin de evaluacin]
NiX NjX Rx NiY NjY Ry RxX+0.3*RyXColumna EC Dir (cm) (cm) (cm) (cm) (cm) (cm) RyY+0.3*RxY *Q'/H[Q'/H x:0.556 SIFx2 X 0.337 0.532 0.196 0.028 0.044 0.016 0.200 0.00111y:0.556]
SIFy1 Y 0.028 0.044 0.016 0.320 0.508 0.188 0.193 0.00107SIFy2 Y -0.028 -0.044 0.016 0.263 0.420 0.156
2+B/1-2 SIFx1 X 0.337 0.532 0.196 -0.028 -0.044 0.016 0.200 0.00111[Q'/H x:0.556 SIFx2 X 0.280 0.444 0.164 0.028 0.044 0.016y:0.556]
SIFy1 Y -0.028 -0.044 0.016 0.320 0.508 0.188 0.193 0.00107SIFy2 Y 0.028 0.044 0.016 0.263 0.420 0.156