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

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

0.0552 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

0.0589 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

Xi 1.000 1.824ΔXi 1.000 0.824 0.511Vi 240.00 181.22 91.90Fi 58.78 89.33

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

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

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

R = V - F

30.1632.334

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

xx1 1110.84

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

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

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

STODOLA - HOLZER

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