Analisis Matrices

44
L1= 5.25 L2= 6.25 L3= 5.25 W1= 550 1263.28125 W2= 550 1790.3645833333 Formula usada W3= 550 1263.28125 WL^2/12 Tramo 1 V 0 1443.75 M 1 1263.28125 V 0 1443.75 M 2 -1263.28125 Tramo 2 V 0 1718.75 M 2 1790.36458333 V 0 1718.75 M 3 -1790.36458333 Tramo 3 V 0 1443.75 M 3 1263.28125 V 0 1443.75 M 4 -1263.28125

description

mtr

Transcript of Analisis Matrices

Page 1: Analisis Matrices

L1= 5.25L2= 6.25L3= 5.25

W1= 550 1263.28125W2= 550 1790.3645833333 Formula usadaW3= 550 1263.28125 WL^2/12

Tramo 1V 0 1443.75M 1 1263.28125V 0 1443.75M 2 -1263.28125

Tramo 2V 0 1718.75M 2 1790.36458333V 0 1718.75M 3 -1790.36458333

Tramo 3V 0 1443.75M 3 1263.28125V 0 1443.75M 4 -1263.28125

Page 2: Analisis Matrices

0 1 0 20.083 0.218 -0.083 0.218 0 1443.75

k1=0.218 0.762 -0.218 0.381 1

f1=1263.28125

-0.083 -0.218 0.083 -0.218 0 1443.750.218 0.381 -0.218 0.762 2 -1263.28125

0 2 0 30.049 0.154 -0.049 0.154 0 1718.75

k2=0.154 0.640 -0.154 0.320 2

f2=1790.364583

-0.049 -0.154 0.049 -0.154 0 1718.750.154 0.320 -0.154 0.640 3 -1790.36458

0 3 0 40.083 0.218 -0.083 0.218 0 1443.75

k3=0.218 0.762 -0.218 0.381 3

f3=1263.28125

-0.083 -0.218 0.083 -0.218 0 1443.750.218 0.381 -0.218 0.762 4 -1263.28125

Page 3: Analisis Matrices

0102

1 2 30 0.762 0.381 02

S=0.381 1.402 0.320

0 0 0.320 1.4023 0 0 0.381

Pf=0304 P-Pf=S*∆

P=0menosPf*S^-1=∆

1.534347493 -0.443694987 0.117202449

S^-1*Pf=-0.443694987 0.887389973 -0.2344048990.117202449 -0.234404899 0.887389973

-0.058601225 0.117202449 -0.443694987

Page 4: Analisis Matrices

40 10 2

0.381 30.762 4

1263.28125 1527.0833333 2

-527.0833333 3-1263.28125 4

-0.058601225 1263.28125 1716.70256 -1716.70256 10.117202449

X527.0833333

= --117.291834

=117.291834 2

= ∆-0.443694987 -527.0833333 117.291834 -117.291834 31.534347493 -1263.28125 -1716.70256 1716.70256 4

Page 5: Analisis Matrices

1 2 3 4 5 6 7 80.08293 0.21769 -0.08293 0.21769 0 0 0 00.21769 0.7619 -0.21769 0.38095 0 0 0 0-0.0829 -0.2177 0.132 -0.064 -0.04915 0.1536 0 00.21769 0.38095 -0.064 1.402 -0.1536 0.32 0 0

0 0 -0.04915 -0.1536 0.132 0.064 -0.08293 0.217690 0 0.1536 0.32 0.064 1.402 -0.21769 0.380950 0 0 0 -0.08293 -0.21769 0.08293 -0.217690 0 0 0 0.21769 0.38095 -0.21769 0.7619

2 4 6 8 1 3 5 70.7619 0.38095 0 0 0.21769 -0.21769 0 0

0.38095 1.402 0.32 0 0.21769 -0.06409 -0.1536 00 0.32 1.402 0.38095 0 0.1536 0.06409 -0.217690 0 0.38095 0.7619 0 0 0.21769 -0.21769

0.21769 0.21769 0 0 0.08293 -0.08293 0 0-0.2177 -0.0641 0.1536 0 -0.08293 0.13208 -0.04915 0

0 -0.1536 0.06409 0.21769 0 -0.04915 0.13208 -0.082930 0 -0.21769 -0.21769 0 0 -0.08293 0.08293

Page 6: Analisis Matrices

12345678

24681357

Page 7: Analisis Matrices

1 2 3 40.7619 0.38095 0 0 1

S= 0.38095 1.4019 0.32 0 2 Pf=0 0.32 1.4019 0.38095 30 0 0.38095 0.7619 4

MIEMBRO 1 1443.75 1W 1443.75 1 1263.28 2

550 P1= 1263.28 2 3162.5 3L 1443.75 3 Fs= 527.083 4

5.25 -1263.28 4 3162.5 5-527.083 6

MIEMBRO 2 1443.75 7W 1718.75 3 -1263.28 8

550 P2= 1790.36 4L 1718.75 5 -1263.28 2

6.25 -1790.36 6 -527.083 4527.083 6

MIEMBRO 3 Fe= 1263.28 8W 1443.75 5 -1443.75 1

550 P3= 1263.28 6 -3162.5 3L 1443.75 7 -3162.5 5

5.25 -1263.28 8 -1443.75 7

MIEMBRO 11443.75

+ K1

0 0

=

1095.58P1= 1263.28 -1716.7 1 0

1443.75 0 0 1791.92-1263.28 117.292 2 -1827.9

MIEMBRO 21718.75

+ K2

0 0

=

1718.75P2= 1790.36 117.292 2 1827.9

1718.75 0 0 1718.75-1790.36 -117.292 3 -1827.9

MIEMBRO 3

Page 8: Analisis Matrices

1443.75

+ K3

0 0

=

1791.92P3= 1263.28 -117.292 3 1827.9

1443.75 0 0 1095.58-1263.28 1716.7 4 0

Page 9: Analisis Matrices

-1263.28 1-527.083 2 k1=527.083 31263.28 4

k2=DESPLAZAMIENTO

X1.53435 -0.44369 0.1172 -0.0586 -1263.28-0.44369 0.88739 -0.2344 0.1172 -527.0830.1172 -0.2344 0.88739 -0.44369 527.083-0.0586 0.1172 -0.44369 1.53435 1263.28 k3=

-1716.7 1117.292 2-117.292 31716.7 4

1 -348.1712 -1263.283 348.1714 -564.617 1 1095.58

2 03 3510.67

3 0 4 04 37.5334 5 3510.675 0 6 06 -37.5334 7 1095.58

8 0

Page 10: Analisis Matrices

5 348.1716 564.6177 -348.1718 1263.28

Page 11: Analisis Matrices

0.08293 0.21769 -0.08293 0.217690.21769 0.7619 -0.21769 0.38095-0.08293 -0.21769 0.08293 -0.217690.21769 0.38095 -0.21769 0.7619

0.04915 0.1536 -0.04915 0.15360.1536 0.64 -0.1536 0.32

-0.04915 -0.1536 0.04915 -0.15360.1536 0.32 -0.1536 0.64

0.08293 0.21769 -0.08293 0.217690.21769 0.7619 -0.21769 0.38095-0.08293 -0.21769 0.08293 -0.217690.21769 0.38095 -0.21769 0.7619

Page 12: Analisis Matrices
Page 13: Analisis Matrices

1 2 3 40.76190476 0.38095238 0 0 1

S= 0.38095238 1.40190476 0.32 0 20 0.32 1.40190476 0.38095238 30 0 0.38095238 0.76190476 4

MIEMBRO 1 0W 0 1 00 P1= 0 2 1093.75L 0 3 Fs= 1139.32292

5.25 0 4 1093.75-1139.3229

MIEMBRO 2 0W 1093.75 3 0

350 P2= 1139.32292 4L 1093.75 5 0

6.25 -1139.3229 6 -1139.32291139.32292

MIEMBRO 3 Fe= 0W 0 5 00 P3= 0 6 -1093.75L 0 7 -1093.75

5.25 0 8 0

MIEMBRO 10

+ K1

0 0P1= 0 639.043303 1

0 0 00 -1278.0866 2

MIEMBRO 21093.75

+ K2

0 0P2= 1139.32292 -1278.0866 2

1093.75 0 0-1139.3229 1278.08661 3

MIEMBRO 30

+ K3

0 0P3= 0 1278.08661 3

0 0 0

Page 14: Analisis Matrices

0

+ K3

-639.0433 4

Page 15: Analisis Matrices

0 1Pf= -1139.3229 2

1139.32292 30 4

1 DESPLAZAMIENTO2 X3 1.53434749 -0.443695 0.11720245 -0.0586012 04 -0.443695 0.88738997 -0.2344049 0.11720245 -1139.32295 0.11720245 -0.2344049 0.88738997 -0.443695 1139.322926 -0.0586012 0.11720245 -0.443695 1.53434749 078

639.043303 1-1278.0866 2

2 1278.08661 34 -639.0433 4681357

=

-139.11147 1 -139.111470 2 0

139.111467 3 139.111467-730.3352 4 -730.3352

=

1093.75 3 0730.335203 4 -408.98771

1093.75 5 0-730.3352 6 408.987714

=

139.111467 5 139.111467730.335203 6 730.335203-139.11147 7 -139.11147

Page 16: Analisis Matrices

=

-1.137E-013 8 -1.137E-013

Page 17: Analisis Matrices

0.08292841 0.21768707k1= 0.21768707 0.76190476

-0.0829284 -0.21768710.21768707 0.38095238

0.049152 0.1536k2= 0.1536 0.64

-0.049152 -0.15360.1536 0.32

0.08292841 0.21768707k3= 0.21768707 0.76190476

-0.0829284 -0.21768710.21768707 0.38095238

1 -139.11146723652 03 1232.86146723654 05 1232.86146723656 07 -139.11146723658 -1.13686838E-013

Page 18: Analisis Matrices
Page 19: Analisis Matrices

-0.0829284 0.21768707-0.2176871 0.380952380.08292841 -0.2176871-0.2176871 0.76190476

-0.049152 0.1536-0.1536 0.32

0.049152 -0.1536-0.1536 0.64

-0.0829284 0.21768707-0.2176871 0.380952380.08292841 -0.2176871-0.2176871 0.76190476

Page 20: Analisis Matrices
Page 21: Analisis Matrices

1 2 3 40.761905 0.380952 0 0 1

S= 0.380952 1.401905 0.32 0 2 Pf=0 0.32 1.401905 0.380952 30 0 0.380952 0.761905 4

MIEMBRO 1 918.75 1W 918.75 1 803.9063 2

350 P1= 803.9063 2 918.75 3L 918.75 3 Fs= -803.906 4

5.25 -803.906 4 918.75 5803.9063 6

MIEMBRO 2 918.75 7W 0 3 -803.906 80 P2= 0 4L 0 5 -803.906 2

6.25 0 6 803.9063 4-803.906 6

MIEMBRO 3 Fe= 803.9063 8W 918.75 5 -918.75 1

350 P3= 803.9063 6 -918.75 3L 918.75 7 -918.75 5

5.25 -803.906 8 -918.75 7

MIEMBRO 1918.75

+ K1

0 0

=

836.2981P1= 803.9063 -1731.49 1 0

918.75 0 0 1001.202-803.906 1352.727 2 -432.873

MIEMBRO 20

+ K2

0 0

=

2.8E-014P2= 0 1352.727 2 432.8726

0 0 0 -3E-0140 -1352.73 3 -432.873

MIEMBRO 3

Page 22: Analisis Matrices

918.75

+ K3

0 0

=

1001.202P3= 803.9063 -1352.73 3 432.8726

918.75 0 0 836.2981-803.906 1731.49 4 0

Page 23: Analisis Matrices

-803.906 1803.9063 2 k1=-803.906 3803.9063 4

k2=DESPLAZAMIENTO

X1.534347 -0.44369 0.117202 -0.0586 -803.906-0.44369 0.88739 -0.2344 0.117202 803.90630.117202 -0.2344 0.88739 -0.44369 -803.906-0.0586 0.117202 -0.44369 1.534347 803.9063 k3=

-1731.49 11352.727 2-1352.73 31731.49 4

1 -82.45192 -803.9063 82.451924 371.0337 1 836.2981

2 03 1001.202

3 2.8E-014 4 04 432.8726 5 1001.2025 -3E-014 6 06 -432.873 7 836.2981

8 0

Page 24: Analisis Matrices

5 82.451926 -371.0347 -82.45198 803.9063

Page 25: Analisis Matrices

0.082928 0.217687 -0.08293 0.2176870.217687 0.761905 -0.21769 0.380952-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

0.049152 0.1536 -0.04915 0.15360.1536 0.64 -0.1536 0.32

-0.04915 -0.1536 0.049152 -0.15360.1536 0.32 -0.1536 0.64

0.082928 0.217687 -0.08293 0.2176870.217687 0.761905 -0.21769 0.380952-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

Page 26: Analisis Matrices
Page 27: Analisis Matrices

1 2 3 40.761905 0.380952 0 0 1

S= 0.380952 1.401905 0.32 0 20 0.32 1.401905 0.380952 30 0 0.380952 0.761905 4

MIEMBRO 1 918.75 1W 918.75 1 803.9063 2

350 P1= 803.9063 2 2012.5 3L 918.75 3 Fs= 335.4167 4

5.25 -803.906 4 1093.75 5-1139.32 6

MIEMBRO 2 0 7W 1093.75 3 0 8

350 P2= 1139.323 4L 1093.75 5 -803.906 2

6.25 -1139.32 6 -335.417 41139.323 6

MIEMBRO 3 Fe= 0 8W 0 5 -918.75 10 P3= 0 6 -2012.5 3L 0 7 -1093.75 5

5.25 0 8 0 7

MIEMBRO 1918.75

+ K1

0 0

=P1= 803.9063 -951.117 1

918.75 0 0-803.906 -208.019 2

MIEMBRO 21093.75

+ K2

0 0

=P2= 1139.323 -208.019 2

1093.75 0 0-1139.32 995.4273 3

MIEMBRO 3

Page 28: Analisis Matrices

0

+ K3

0 0

=P3= 0 995.4273 3

0 0 00 -497.714 4

Page 29: Analisis Matrices

-803.906 1Pf= -335.417 2

1139.323 30 4

DESPLAZAMIENTOX

1.534347 -0.44369 0.117202 -0.0586 -803.906-0.44369 0.88739 -0.2344 0.117202 -335.4170.117202 -0.2344 0.88739 -0.44369 1139.323-0.0586 0.117202 -0.44369 1.534347 0

-951.117 1-208.019 2995.4273 3-497.714 4

666.421 1 -252.3290 2 -803.906

1171.079 3 252.329-1324.73 4 -520.821 1 666.421

2 03 2385.775

1214.696 3 120.9459 4 01324.727 4 185.4045 5 1081.15972.8041 5 -120.946 6 0-568.816 6 570.5073 7 -108.346

8 0

Page 30: Analisis Matrices

108.3458 5 108.3458568.8156 6 568.8156-108.346 7 -108.346

0 8 0

Page 31: Analisis Matrices

0.082928 0.217687 -0.08293 0.217687k1= 0.217687 0.761905 -0.21769 0.380952

-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

0.049152 0.1536 -0.04915 0.1536k2= 0.1536 0.64 -0.1536 0.32

-0.04915 -0.1536 0.049152 -0.15360.1536 0.32 -0.1536 0.64

0.082928 0.217687 -0.08293 0.217687k3= 0.217687 0.761905 -0.21769 0.380952

-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

Page 32: Analisis Matrices
Page 33: Analisis Matrices

1 2 3 40.761905 0.380952 0 0 1

S= 0.380952 1.401905 0.32 0 20 0.32 1.401905 0.380952 30 0 0.380952 0.761905 4

MIEMBRO 1 0 1W 0 1 0 20 P1= 0 2 1093.75 3L 0 3 Fs= 1139.323 4

5.25 0 4 2012.5 5-335.417 6

MIEMBRO 2 918.75 7W 1093.75 3 -803.906 8

350 P2= 1139.323 4L 1093.75 5 0 2

6.25 -1139.32 6 -1139.32 4335.4167 6

MIEMBRO 3 Fe= 803.9063 8W 918.75 5 0 1

350 P3= 803.9063 6 -1093.75 3L 918.75 7 -2012.5 5

5.25 -803.906 8 -918.75 7

MIEMBRO 10

+ K1

0 0

=P1= 0 497.7136 1

0 0 00 -995.427 2

MIEMBRO 21093.75

+ K2

0 0

=P2= 1139.323 -995.427 2

1093.75 0 0-1139.32 208.0191 3

MIEMBRO 3

Page 34: Analisis Matrices

918.75

+ K3

0 0

=P3= 803.9063 208.0191 3

918.75 0 0-803.906 951.1174 4

Page 35: Analisis Matrices

0 1Pf= -1139.32 2

335.4167 3803.9063 4

DESPLAZAMIENTOX

1.534347 -0.44369 0.117202 -0.0586 0-0.44369 0.88739 -0.2344 0.117202 -1139.320.117202 -0.2344 0.88739 -0.44369 335.4167-0.0586 0.117202 -0.44369 1.534347 803.9063

497.7136 1-995.427 2208.0191 3951.1174 4

-108.346 1 -108.3460 2 0

108.3458 3 108.3458-568.816 4 -568.816 1 -108.346

2 03 1081.15

972.8041 3 -120.946 4 0568.8156 4 -570.507 5 2385.7751214.696 5 120.9459 6 0-1324.73 6 -185.405 7 666.421

8 0

Page 36: Analisis Matrices

1171.079 5 252.3291324.727 6 520.8212666.421 7 -252.329

0 8 803.9063

Page 37: Analisis Matrices

0.082928 0.217687 -0.08293 0.217687k1= 0.217687 0.761905 -0.21769 0.380952

-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

0.049152 0.1536 -0.04915 0.1536k2= 0.1536 0.64 -0.1536 0.32

-0.04915 -0.1536 0.049152 -0.15360.1536 0.32 -0.1536 0.64

0.082928 0.217687 -0.08293 0.217687k3= 0.217687 0.761905 -0.21769 0.380952

-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

Page 38: Analisis Matrices
Page 39: Analisis Matrices

1 2 3 40.761905 0.380952 0 0 1

S= 0.380952 1.401905 0.32 0 20 0.32 1.401905 0.380952 30 0 0.380952 0.761905 4

MIEMBRO 1 918.75 1W 918.75 1 803.9063 2

350 P1= 803.9063 2 2012.5 3L 918.75 3 Fs= 335.4167 4

5.25 -803.906 4 2012.5 5-335.417 6

MIEMBRO 2 918.75 7W 1093.75 3 -803.906 8

350 P2= 1139.323 4L 1093.75 5 -803.906 2

6.25 -1139.32 6 -335.417 4335.4167 6

MIEMBRO 3 Fe= 803.9063 8W 918.75 5 -918.75 1

350 P3= 803.9063 6 -2012.5 3L 918.75 7 -2012.5 5

5.25 -803.906 8 -918.75 7

MIEMBRO 1918.75

+ K1

0 0

=P1= 803.9063 -1092.45 1

918.75 0 0-803.906 74.64026 2

MIEMBRO 21093.75

+ K2

0 0

=P2= 1139.323 74.64026 2

1093.75 0 0-1139.32 -74.6403 3

MIEMBRO 3

Page 40: Analisis Matrices

918.75

+ K3

0 0

=P3= 803.9063 -74.6403 3

918.75 0 0-803.906 1092.447 4

Page 41: Analisis Matrices

-803.906 1Pf= -335.417 2

335.4167 3803.9063 4

DESPLAZAMIENTOX

1.534347 -0.44369 0.117202 -0.0586 -803.906-0.44369 0.88739 -0.2344 0.117202 -335.4170.117202 -0.2344 0.88739 -0.44369 335.4167-0.0586 0.117202 -0.44369 1.534347 803.9063

-1092.45 174.64026 2-74.6403 31092.447 4

697.1866 1 -221.5630 2 -803.906

1140.313 3 221.5634-1163.21 4 -359.302 1 697.1866

2 03 2234.063

1093.75 3 0 4 01163.208 4 23.88488 5 2234.0631093.75 5 0 6 0-1163.21 6 -23.8849 7 697.1866

8 0

Page 42: Analisis Matrices

1140.313 5 221.56341163.208 6 359.3015697.1866 7 -221.563

0 8 803.9063

Page 43: Analisis Matrices

0.082928 0.217687 -0.08293 0.217687k1= 0.217687 0.761905 -0.21769 0.380952

-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

0.049152 0.1536 -0.04915 0.1536k2= 0.1536 0.64 -0.1536 0.32

-0.04915 -0.1536 0.049152 -0.15360.1536 0.32 -0.1536 0.64

0.082928 0.217687 -0.08293 0.217687k3= 0.217687 0.761905 -0.21769 0.380952

-0.08293 -0.21769 0.082928 -0.217690.217687 0.380952 -0.21769 0.761905

Page 44: Analisis Matrices