STODOLA - HOLZER
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Transcript of STODOLA - HOLZER
K (ton/cm) 873.41 856.89 801.4 345.79 112.88
M (ton.s2/cm) 0.729 0.711 0.725 0.511
Xi 1.000 2.000 3.000 4.000
Fi/Wi2 0.729 1.423 2.176 2.045
Vi/Wi2 8.3406 7.6118 6.1889 4.0129 1.9676
0.0095 0.0089 0.0077 0.0116 0.0174
Xi/Wi2 0.0095 0.0184 0.0262 0.0378
Xi 1.000 1.930 2.739 3.954
Wi2 104.72 108.50 114.70 105.93
m1 = 714.30 ton m6 = 0.00 ton
m2 = 697.21 ton m7 = 0.00 ton
m3 = 710.82 ton m8 = 0 ton
m4 = 501.10 ton m9 = 0 ton
m5 = 385.65 ton m10 = 0 ton
K (ton/cm) 873.41 856.89 801.4 345.79 112.88
M (ton.s2/cm) 0.729 0.711 0.725 0.511
Xi 1.000 1.930 2.739 3.954
Fi/Wi2 0.729 1.373 1.987 2.022
Vi/Wi2 8.3846 7.6557 6.2826 4.2959 2.2742
0.0096 0.0089 0.0078 0.0124 0.0201
Xi/Wi2 0.0096 0.0185 0.0264 0.0388
Xi 1.000 1.931 2.747 4.041
Wi2 104.17 104.13 103.85 101.91
m1 = 714.30 ton m6 = 0.00 ton
m2 = 697.21 ton m7 = 0.00 ton
m3 = 710.82 ton m8 = 0 ton
m4 = 501.10 ton m9 = 0 ton
m5 = 385.65 ton m10 = 0 ton
Δxi/Wi2
Δxi/Wi2
K (ton/cm) 873.41 856.89 801.4 345.79 112.88M (ton.s2/cm) 0.729 0.711 0.725 0.511Xi 1.000 1.931 2.747 4.041Fi/Wi2 0.729 1.374 1.992 2.066Vi/Wi2 8.5776 7.8487 6.4750 4.4825 2.4162
0.0098 0.0092 0.0081 0.0130 0.0214Xi/Wi2 0.0098 0.0190 0.0271 0.0400Xi 1.000 1.977 2.819 4.169Wi2 101.82 101.74 101.52 100.97
m1 = 714.30 ton m6 = 0.00 tonm2 = 697.21 ton m7 = 0.00 tonm3 = 710.82 ton m8 = 0 tonm4 = 501.10 ton m9 = 0 tonm5 = 385.65 ton m10 = 0 ton
Δxi/Wi2
1 1 1 1 1
0.394 0.000 0.000 0.000 0.000 0.000
5.000 0.000 5.552 8.000 9.000 10.000
1.968 0.000 0.000 0.000 0.000 0.000
0.0000 0.0000 0.0000 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000 0.0000
0.0552 0.0552 0.0552 0.0552 0.0552 0.0552
5.779 5.779 5.779 5.779 5.779 5.779
90.59 0.00 100.59 144.95 163.07 181.19
1 1 1 1 1
0.394 0.000 0.000 0.000 0.000 0.000
5.779 0.000 0.000 0.000 0.000 0.000
2.274 0.000 0.000 0.000 0.000 0.000
0.0000 0.0000 0.0000 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000 0.0000
0.0589 0.0589 0.0589 0.0589 0.0589 0.0589
6.140 6.140 6.140 6.172 6.172 6.172
98.04 0.00 0.00 0.00 0.00 0.00
1 1 1 1 10.394 0.000 0.000 0.000 0.000 0.0006.140 0.000 0.000 0.000 0.000 0.0002.416 0.000 0.000 0.000 0.000 0.000
0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000
0.0614 0.0614 0.0614 0.0614 0.0614 0.06146.399 6.399 6.399 6.433 6.433 6.43399.95 506.00 0.00 0.00 0.00 0.00 0.00
101.20
w= 10.0598T= 0.62457 PRIMERA FORMA DE MODO
𝑊^2=
m1 = 240 ton w2 K (ton/cm) 240 220 180m2 = 200 ton M (ton.s2/cm) 0.245 0.204m3 = 160 ton
240
Xi 1.000 1.824ΔXi 1.000 0.824 0.511Vi 240.00 181.22 91.90Fi 58.78 89.33
m1 = 250 ton w2 K (ton/cm) 480 410 330m2 = 230 ton M (ton.s2/cm) 0.255 0.235m3 = 230 ton
219
Xi 1.000 2.034m4 = 200 ton ΔXi 1.000 1.034 0.968
Vi 480.00 424.13 319.57Fi 55.87 104.57
m1 = 240 ton w2 K (ton/cm) 240 220 180m2 = 200 ton M (ton.s2/cm) 0.245 0.204m3 = 160 ton
112
Xi 1.000 1.966m4 = 120 ton ΔXi 1.000 0.966 0.931m5 = 150 ton Vi 240.00 212.57 167.63
Fi 27.43 44.94
m1 = 240 ton w2 K (ton/cm) 240 220 180m2 = 200 ton M (ton.s2/cm) 0.245 0.204m3 = 160 ton
88
Xi 1.000 1.993m4 = 120 ton ΔXi 1.000 0.993 1.015m5 = 150 ton Vi 240.00 218.45 182.66m6 = 100 ton Fi 21.55 35.79
m1 = 459.83 w2 K (ton/cm) 1271.64 940.38 1021.5m2 = 447.27 M (ton.s2/cm) 0.469 0.456m3 = 431.11
9561.58
Xi 1.000 -2.419m4 = 255.15 ΔXi 1.000 -3.419 7.185m5 = 255.15 Vi 1271.64 -3214.79 7339.64m6 = 255.15 Fi 4486.43 -10554.43m7 = 242.41
0.064
R = V - F
30.1632.334
0.43
91.47
240R = V - F
40.235 0.2043.003 3.691
0.250.688165.22
154.34 164.98
180 180R = V - F
50.163 0.122 0.1532.898 3.534 3.902
-0.720.637 0.368114.65 66.17
52.98 48.47 66.89
180 180 180R = V - F
60.163 0.122 0.153 0.1023.008 3.782 4.331 4.555
-0.550.775 0.548 0.224139.44 98.69 40.36
43.21 40.76 58.33 40.90
782.67 720.15 649.57 467.59R = V - F
0.440 0.260 0.260 0.260 0.2474.767 -11.472 10.537 -5.445 1.342
-0.60-16.239 22.009 -15.982 6.787-12709.70 15850.13 -10381.52 3173.57
20049.34 -28559.83 26231.65 -13555.09 3174.17
7
xx1 1110.84
Kx =
2099.02 -988.18 0 0 02 988.18 -988.18 2147.66 -1159.48 0 03 1159.48 0 -1159.48 1962.70 -803.22 04 803.22 0 0 -803.22 1494.82 -691.605 691.6 0 0 0 -691.60 1344.166 652.56 0 0 0 0 -652.567 541.75 0 0 0 0 0
xx1 1271.64
Ky =
2212.02 -940.38 0 0 02 940.38 -940.38 1961.88 -1021.5 0 03 1021.5 0 -1021.5 1804.17 -782.67 04 782.67 0 0 -782.67 1502.82 -720.155 720.15 0 0 0 -720.15 1369.726 649.57 0 0 0 0 -649.577 467.59 0 0 0 0 0
M =
459.83 0 0 0 00 447.27 0 0 00 0 431.11 0 00 0 0 255.15 00 0 0 0 255.150 0 0 0 00 0 0 0 0
masa landa w2 T0 0 459.83 5.490 73.35 5379.71 0.0860 0 447.27 0.2236 14.80 219.13 0.4240 0 431.11 1.4644 37.88 1435.11 0.1660 0 255.15 3.2781 56.68 3212.54 0.111
-652.56 0 255.15 6.253 6127.94 0.0801194.31 -541.75 255.15 8.052 7890.96 0.071-541.75 541.75 242.41 9.838 9641.24 0.064
masa landa w2 T0 0 459.83 0.150 146.67 0.5190 0 447.27 0.877 859.46 0.2140 0 431.11 2.435 2386.30 0.1290 0 255.15 4.104 4021.92 0.099
-649.57 0 255.15 6.027 5906.46 0.0821117.16 -467.59 255.15 7.599 7447.02 0.073-467.59 467.59 242.41 9.757 9561.86 0.064
0 00 00 00 00 0
255.15 00 242.41