8/12/2019 DI 12placa Eje U Completa
1/2
DIAGRAMA DE INTERACCION M33 (1 Y 2 NIVEL)
P M3 M3
1 3788 87.4212 87.4212
2 3788 845.3056 -341.3263
3 3590 1358.4286 -542.35084 3306 1634.706 -730.0974
5 3164 1754.3837 -904.8308
6 3020 1858.9964 -1065
7 2870 1952.1434 -1317
8 2717 2032.4304 -1581
9 2561 2100.0131 -1784
10 2399 2155.7179 -1901
11 2230 2198.7062 -2008
12 2054 2231.3455 -2107
13 1869 2254.5267 -2199
14 1696 2239.6838 -2264
15 1536 2189.1235 -2309
16 1384 2111.4088 -232417 1228 2011.2318 -2305
18 962.3445 1807.4804 -2258
19 649.7564 1532.731 -2193
20 392.7314 1341.6284 -2103
21 191.9646 1237.8232 -1990
22 -68.109 1015.5334 -1844
23 -317.9918 686.239 -1502
24 - 538.253 361.4169 -1137
25 -834.037 -119.1506 -119.1506
-2000
-1000
0
1000
2000
3000
4000
5000
-3000 -2000 -1000 0 1000 2000 3000
P(
Tn)
M (Tn-m)
CARGAS
M3(+)
M3(-)
8/12/2019 DI 12placa Eje U Completa
2/2
DIAGRAMA DE INTERACCION M22 (1 Y 2 NIVEL)
P M22 M22
1 3788 0.00 0.00
2 3 788 699.43 -699.42
3 3590 1168.92 -1169.004 3306 1592.63 -1593.00
5 3164 1740.44 -1740.00
6 3020 1825.75 -1826.00
7 2870 1905.19 -1905.00
8 2717 1975.43 -1975.00
9 2561 2023.37 -2023.00
10 2399 2070.58 -2071.00
11 2230 2117.92 -2118.00
12 2054 2166.31 -2166.00
13 1869 2216.98 -2217.00
14 1696 2243.81 -2244.00
15 1536 2248.72 -2249.00
16 1384 2238.79 -2239.0017 1228 2219.90 -2220.00
18 9 62.3445 2190.72 -2191.00
19 6 49.7564 2129.38 -2129.00
20 3 92.7314 2051.56 -2052.00
21 1 91.9646 1954.89 -1955.00
22 - 68.109 1762.69 -1763.00
23 -317.9918 1276.10 -1276.00
24 -538.253 920.97 -920.98
25 -834.037 0.00 0.00
-2000
-1000
0
1000
2000
3000
4000
5000
-2500 -2000 -1500 -1000 -500 0 500 1000 1500 2000 2500
P(
Tn)
M (Tn-m)
CARGAS
M2(+)
M2(-)
