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Datos a ingresar Dimensiones valor (m) Nudo Fuerza vertical L1 1A -1 L2 1B -1 H1 1C -1 H2 1D -1 1E -1 F -1 -1 -1 -1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 F9-D22 10 F10-D26 11 F11+E24 12 F12-D24
| Date post: | 10-Jul-2016 |
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| Upload: | erika-gomez |
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Datos a ingresar
Dimensiones valor (m) Nudo Fuerza verticalL1 1 A -1L2 1 B -1H1 1 C -1H2 1 D -1
1 E -1F -1
-1-1-1
1 12 13 14 15 16 17 18 19 F9-D22
10 F10-D2611 F11+E2412 F12-D24
f9f10f11f12
x1 1 10.77073836782 7.24627441293 12.13986763979 0
1 10.77073836782 7.2462744129
11 012 0
1 10.77073836782 7.24627441297 9.75424955668 1.4765170877
3 12.13986763979 04 12.50899691175 3.5417225523
3 12.13986763979 07 9.75424955668 1.4765170877
4 12.50899691175 3.54172255237 9.7542495566
8 1.4765170877
4 12.50899691175 3.54172255236 13.9183291694
10 0
11 012 0
7 9.75424955668 1.4765170877
6 13.918329169410 0
7 9.75424955668 1.4765170877
fuerza horizontal Seccion Modulo de elasticidad (Pa)1 AB 11 AD 11 AE 11 BC 11 BE 11 CE 11 CF 11 DE 11 FE 1
Xa1 10.77073836782 7.24627441293 12.13986763974 12.50899691175 3.54172255236 13.91832916947 9.75424955668 1.47651708779 0
10 011 012 0
-1.7382585438-2.6308707281-5.4717451875-1.6308707281
1 -1.3691292719 -1.36912927192 0 03 1.3691292719 1.36912927199 0 0
1 1.2460861813 -1.76223197752 -1.2460861813 -6.66133814775094E-016
11 -1.2460861813 1.762231977512 1.2460861813 6.66133814775094E-016
1 1.1230430906 2.51120069232 2.2460861813 2.22044604925031E-0167 -1.1230430906 -2.51120069238 -2.2460861813 -2.22044604925031E-016
3 -0.3691292719 -0.36912927199 0 04 0.3691292719 0.36912927195 0 0
3 -4.5223816E-017 -0.73825854389 -0.7382585438 07 4.52238157E-017 0.73825854388 0.7382585438 0
4 -0.1230430906 0.27513271485 0.2460861813 5.55111512312578E-0177 0.1230430906 -0.2751327148
8 -0.2460861813 -5.55111512312578E-017
4 0.7539138187 1.06619514735 0.7539138187 1.11022302462516E-0166 -0.7539138187 -1.0661951473
10 -0.7539138187 -1.11022302462516E-016
11 -3.7539138187 -4.197003240212 -1.8769569094 -4.44089209850063E-016
7 3.7539138187 4.19700324028 1.8769569094 4.44089209850063E-016
6 1.7539138187 -1.960935262710 -0.8769569094 -1.11022302462516E-016
7 -1.7539138187 1.96093526278 0.8769569094 1.11022302462516E-016
12
1 31 91111 11 21 111 12
1278
3945
Area (m²)
3978
4578
S tension AB
N456
S tension AD 10
N
1112
N compresion AE 78
S
6S tension BC 10
7N 8
S tension BE
N
N compresion CE
S
N compresion CF
S
S tension DE
N
S tension FE
N
angulos elementos radianes gradosAB 0.000 0.000AD 2.356 135.000AE 1.107 63.435BC 0.000 0.000BE 1.571 90.000CE 2.034 116.565CF 0.785 45.000DE 0.464 26.565FE 2.678 153.435
Matriz elemento AB1 2 3
1.000 0.000 -1.0000.000 0.000 0.000
-1.000 0.000 1.0000.000 0.000 0.000
Matriz elemento AD1 2 11
0.354 -0.354 -0.354-0.354 0.354 0.354-0.354 0.354 0.3540.354 -0.354 -0.354
Matriz elemento AE1 2 7
0.089 0.179 -0.0890.179 0.358 -0.179
-0.089 -0.179 0.089-0.179 -0.358 0.179
Matriz elemento BC3 9 4
1.000 0.000 -1.0000.000 0.000 0.000
-1.000 0.000 1.0000.000 0.000 0.000
Matriz elemento BE
3 9 70.000 0.000 0.0000.000 0.500 0.0000.000 0.000 0.0000.000 -0.500 0.000
Matriz elemento CE4 5 7
0.089 -0.179 -0.089-0.179 0.358 0.179-0.089 0.179 0.0890.179 -0.358 -0.179
Matriz elemento CF4 5 6
0.354 0.354 -0.3540.354 0.354 -0.354
-0.354 -0.354 0.354-0.354 -0.354 0.354
Matriz elemento DE11 12 7
0.358 0.179 -0.3580.179 0.089 -0.179
-0.358 -0.179 0.358-0.179 -0.089 0.179
Matriz elemento FE6 10 7
0.358 -0.179 -0.358-0.179 0.089 0.179-0.358 0.179 0.3580.179 -0.089 -0.179
longitud AE/L1 1.000
1.414 0.7072.236 0.447 #REF!
1 1.000 #REF!2 0.500
2.236 0.4471.414 0.7072.236 0.4472.236 0.447
Matriz de transformacion elemento AB9 1
0.000 1 10.000 2 00.000 3 00.000 9 0
Matriz de transformacion elemento AD12 1
0.354 1 -0.7071-0.354 2 -0.7071-0.354 11 0.00000.354 12 0.0000
Matriz de transformacion elemento AE8 1
-0.179 1 0.4472-0.358 2 -0.89440.179 7 0.00000.358 8 0.0000
Matriz de transformacion elemento BC5 3
0.000 3 1.00000.000 9 0.00000.000 4 0.00000.000 5 0.0000
Matriz de transformacion elemento BE
8 30.000 3 0.0000
-0.500 9 -1.00000.000 7 0.00000.500 8 0.0000
Matriz de transformacion elemento CE8 4
0.179 4 -0.4472-0.358 5 -0.8944-0.179 7 0.00000.358 8 0.0000
Matriz de transformacion elemento CF10 4
-0.354 4 0.7071-0.354 5 -0.70710.354 6 0.00000.354 10 0.0000
Matriz de transformacion elemento DE8 11
-0.179 11 0.8944-0.089 12 -0.44720.179 7 0.00000.089 8 0.0000
Matriz de transformacion elemento FE8 6
0.179 6 -0.8944-0.089 10 -0.4472-0.179 7 0.00000.089 8 0.0000
#REF!#REF!
Matriz de transformacion elemento AB2 3 90 0 01 0 00 1 00 0 1
Matriz de transformacion elemento AD2 11 12
0.7071 0.0000 0.0000-0.7071 0.0000 0.00000.0000 -0.7071 0.70710.0000 -0.7071 -0.7071
Matriz de transformacion elemento AE2 7 8
0.8944 0.0000 0.00000.4472 0.0000 0.00000.0000 0.4472 0.89440.0000 -0.8944 0.4472
Matriz de transformacion elemento BC9 4 5
0.0000 0.0000 0.00001.0000 0.0000 0.00000.0000 1.0000 0.00000.0000 0.0000 1.0000
Matriz de transformacion elemento BE
9 7 81.0000 0.0000 0.00000.0000 0.0000 0.00000.0000 0.0000 1.00000.0000 -1.0000 0.0000
Matriz de transformacion elemento CE5 7 8
0.8944 0.0000 0.0000-0.4472 0.0000 0.00000.0000 -0.4472 0.89440.0000 -0.8944 -0.4472
Matriz de transformacion elemento CF5 6 10
0.7071 0.0000 0.00000.7071 0.0000 0.00000.0000 0.7071 0.70710.0000 -0.7071 0.7071
Matriz de transformacion elemento DE12 7 8
0.4472 0.0000 0.00000.8944 0.0000 0.00000.0000 0.8944 0.44720.0000 -0.4472 0.8944
Matriz de transformacion elemento FE10 7 8
0.4472 0.0000 0.0000-0.8944 0.0000 0.00000.0000 -0.8944 0.44720.0000 -0.4472 -0.8944
1.443 -0.175-0.175 0.711-1.000 0.0000.000 0.0000.000 0.0000.000 0.000
-0.089 -0.179-0.179 -0.358
1 21 1.443 -0.1752 -0.175 0.7113 -1.000 0.0004 0.000 0.0005 0.000 0.0006 0.000 0.0007 -0.089 -0.1798 -0.179 -0.3589 0.000 0.000
10 0.000 0.00011 -0.354 0.35412 0.354 -0.354
Kba 0.000 0.0000.000 0.000
-0.354 0.3540.354 -0.354
Fb-0.7382585438-1.6308707281-4.4717451875
-0.6308707281
-1.000 0.000 0.0000.000 0.000 0.0002.000 -1.000 0.000
-1.000 1.443 0.1750.000 0.175 0.7110.000 -0.354 -0.3540.000 -0.089 0.1790.000 0.179 -0.358
3 4 5-1.000 0.000 0.0000.000 0.000 0.0002.000 -1.000 0.000
-1.000 1.443 0.1750.000 0.175 0.7110.000 -0.354 -0.3540.000 -0.089 0.1790.000 0.179 -0.3580.000 0.000 0.0000.000 -0.354 -0.3540.000 0.000 0.0000.000 0.000 0.000
0.000 0.000 0.0000.000 -0.354 -0.3540.000 0.000 0.0000.000 0.000 0.000
0.000 -0.089 -0.1790.000 -0.179 -0.3580.000 0.000 0.000
-0.354 -0.089 0.179-0.354 0.179 -0.3580.711 -0.358 0.179
-0.358 0.894 0.0000.179 0.000 1.394
6 7 80.000 -0.089 -0.1790.000 -0.179 -0.3580.000 0.000 0.000
-0.354 -0.089 0.179-0.354 0.179 -0.3580.711 -0.358 0.179
-0.358 0.894 0.0000.179 0.000 1.3940.000 0.000 -0.5000.175 0.179 -0.0890.000 -0.358 0.1790.000 -0.179 -0.089
0.000 0.000 -0.5000.175 0.179 -0.0890.000 -0.358 0.1790.000 -0.179 -0.089
2.4496204011 0.98227938240.9822793824 2.139995622.2277954895 0.86830763072.0059705779 0.7543358790.0579937591 0.27290095511.6456872725 0.81232963811.2886911316 0.87201231440.1127003537 0.5441129931
9 10 110.000 0.000 -0.3540.000 0.000 0.3540.000 0.000 0.0000.000 -0.354 0.0000.000 -0.354 0.0000.000 0.175 0.0000.000 0.179 -0.358
-0.500 -0.089 -0.1790.500 0.000 0.0000.000 0.443 0.0000.000 0.000 0.7110.000 0.000 -0.175
2.2277954895 2.00597058 0.05799376 1.64568727 1.288691130.8683076307 0.75433588 0.27290096 0.81232964 0.872012312.9487728024 2.66975012 -0.05597799 2.0876419 1.509668442.6697501153 3.33352965 -0.16994974 2.52959652 1.73064576
-0.0559779926 -0.16994974 2.13999562 0.81232964 -0.059682682.0876418983 2.52959652 0.81232964 4.1752838 2.08764191.5096684445 1.73064576 -0.05968268 2.0876419 2.44136344
-0.1160907484 -0.34488185 0.54411299 -0.2321815 -0.11609075
120.354
-0.3540.0000.0000.0000.000
-0.179-0.0890.0000.000
-0.1750.443
0.112700350.54411299
-0.11609075-0.344881850.54411299-0.2321815
-0.116090751.08483559
