portico.xls
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A ná lis is d e Pórti co s Plan os versión 1.1 HSF 1999 n X Y 1 2 3 F x F y M z e i (m) (m) (t) (t) (t m) No cortar 1 0.000 0.000 x x x 1 1 2 6.000 0.000 x x x 2 2 3 12.000 0.000 x x x 3 3 4 0.000 3.000 4 4 5 6.000 3.000 5 5 6 12.000 3.000 6 4 7 0.000 6.000 7 5 8 6.000 6.000 8 6 9 12.000 6.000 9 7 10 10 8 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 Datos Relativos a los Nudo s Fuerzas Concentradas apoyos Coor d enad as n
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Anális is d e Pórti co s Planos versión 1.1 HSF 1999
n X Y 1 2 3 F x F y M z e i (m) (m) (t) (t) (t m) No cortar
1 0.000 0.000 x x x 1 1
2 6.000 0.000 x x x 2 2
3 12.000 0.000 x x x 3 3
4 0.000 3.000 4 4
5 6.000 3.000 5 5
6 12.000 3.000 6 4
7 0.000 6.000 7 5
8 6.000 6.000 8 6
9 12.000 6.000 9 7
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Datos Relat ivos a los Nudo s
Fuerzas Concentradas apoyos Coordenadas n
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sección j t ipo i j w x w y
pegar (t/m) (t/m)
4 c
5 c
6 c
5 v -2.000
6 v
7 c
8 c
9 c
8 v
9 v -4.000
Datos Relativos a los Elemen tos
Por tico 2 Carga muerta - Jo séPerez
Fuerzas Distrib uidas rótulas dos
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Anális is de Pórti co s Planos versión 1.1 HSF 1999
et iqueta E G g t ipo material
(t/m2) (t/m
2) (t/m
3)
concreto 2.17E+06 8.69E+05 c concreto
v concreto
Prop iedades de Mater iales Ca
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A I A s Notas
(m2
) (m4
) (m2
)
0.15000 2.17E-03
0.12500 9.10E-04
Porti co 2 Carga muerta - Jo séPerez
acterístic as de las Secc ion es
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(t/m) (t/m)
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Anális is d e Pórti co s Planos versión 1.1 HSF 1999
n u v q
e N i (m) (m) (rad) (t)
1 0.000E+00 0.000E+00 0.000E+00 1 -5.750
2 0.000E+00 0.000E+00 0.000E+00 2 -18.517
3 0.000E+00 0.000E+00 0.000E+00 3 -11.733
4 4.850E-06 -5.290E-05 -5.095E-04 4 -0.812
5 -1.308E-05 -1.704E-04 8.650E-04 5 5.321
6 1.044E-04 -1.080E-04 -4.196E-04 6 0.380
7 -3.445E-04 -4.940E-05 4.944E-04 7 -12.507
8 -3.617E-04 -2.855E-04 -1.727E-03 8 -11.873
9 -4.549E-04 -2.172E-04 2.135E-03 9 -0.780
10 10 -4.220
11 1112 12
13 13
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N j M i M centro M j V i V j (t) (t m) (t m) (t m) (t) (t)
-5.750 1.587 -0.801 -3.189 -1.592 -1.592
-18.517 -2.679 1.360 5.399 2.693 2.693
-11.733 0.991 -0.660 -2.311 -1.101 -1.101
-0.812 -5.937 3.453 -5.157 6.130 -5.870
5.321 -0.843 -0.423 -0.004 0.140 0.140
0.380 2.748 1.578 0.409 -0.780 -0.780
-12.507 1.086 -4.075 -9.235 -3.440 -3.440
-11.873 -2.314 4.016 10.346 4.220 4.220
-0.780 0.409 -0.732 -1.873 -0.380 -0.380
-4.220 -11.108 7.273 -10.346 12.127 -11.873
zas en los Elemen tos (convención de resistencia de materiales)
Por tic o 2 Carga mu erta - Jo séPerez
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