compresión en maderas2
TRANSCRIPT
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7/25/2019 Compresin en Maderas2
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COMPRESIN EN MADERAS PERPENDICU
(mm) P(kg) (kg/cm2) 10 0.1 9.9 0.382 -0.0019
20 0.2 11.1 0.429 -0.0039
30 0.3 12.2 0.471 -0.0058
40 0.4 12.7 0.490 -0.0077
50 0.5 13.2 0.510 -0.0096
60 0.6 13.3 0.513 -0.0116
70 0.7 13.7 0.529 -0.0135
80 0.8 14.1 0.544 -0.0154
90 0.9 14.3 0.552 -0.0174
100 1 14.4 0.556 -0.0193
110 1.1 14.5 0.560 -0.0212
120 1.2 14.9 0.575 -0.0231
130 1.3 15 0.579 -0.0251
140 1.4 15.2 0.587 -0.0270150 1.5 15.5 0.598 -0.0289
160 1.6 15.7 0.606 -0.0308
170 1.7 15.9 0.614 -0.0328
180 1.8 16.1 0.622 -0.0347
190 1.9 16.3 0.629 -0.0366
200 2 16.5 0.637 -0.0386
210 2.1 16.9 0.652 -0.0405
220 2.2 17 0.656 -0.0424
230 2.3 17.1 0.660 -0.0443
240 2.4 17.2 0.664 -0.0463250 2.5 17.3 0.668 -0.0482
CARACTERISTICAS MECNICASma! 0.668 ma! -0.0482
E! 63.5762915
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7/25/2019 Compresin en Maderas2
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LAR A LAS FIBRAS
L#$g% I$&c&a' (cm)! 5.187AREA(cm2)! 25.904
-0.0600 -0.0500 -0.0400 -0.0300 -0.0200 -0.0100 0.0000
0.000
0.100
0.200
0.300
0.400
0.500
0.600
0.700
0.800
!()
(kg/cm2)
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7/25/2019 Compresin en Maderas2
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COMPRESIN EN MADERAS PERPENDICU
(mm) P(kg) (kg/cm2) 10 0.1 12.9 0.508 -0.0020
20 0.2 17.8 0.700 -0.0039
30 0.3 21.8 0.858 -0.0059
40 0.4 24.1 0.948 -0.0079
50 0.5 26.2 1.031 -0.0098
60 0.6 27.9 1.098 -0.0118
70 0.7 29.8 1.173 -0.0138
80 0.8 30.2 1.188 -0.0157
90 0.9 32.1 1.263 -0.0177
100 1 32.5 1.279 -0.0197
110 1.1 33.4 1.314 -0.0216
120 1.2 34.8 1.369 -0.0236
130 1.3 35 1.377 -0.0255
140 1.4 35.2 1.385 -0.0275150 1.5 36.1 1.420 -0.0295
160 1.6 37.2 1.464 -0.0314
170 1.7 38 1.495 -0.0334
180 1.8 38.9 1.531 -0.0354
190 1.9 39.1 1.538 -0.0373
200 2 40 1.574 -0.0393
210 2.1 41.1 1.617 -0.0413
220 2.2 41.5 1.633 -0.0432
230 2.3 41.9 1.649 -0.0452
240 2.4 42.1 1.657 -0.0472250 2.5 42.5 1.672 -0.0491
CARACTERISTICAS MECNICASma! 1.672 ma! -0.0491
E! 178.213857
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7/25/2019 Compresin en Maderas2
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LAR A LAS FIBRAS
L#$g% I$&c&a' (cm)! 5.089AREA(cm2)! 25.414
-0.0600 -0.0500 -0.0400 -0.0300 -0.0200 -0.0100 0.0000
0.000
0.200
0.400
0.600
0.800
1.000
1.200
1.400
1.600
1.800
!()
(kg/cm2)
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7/25/2019 Compresin en Maderas2
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COMPRESIN EN MADERAS PERPENDICU
(mm) P(kg) (kg/cm2) 10 0.1 19.5 0.754 -0.0019
20 0.2 23.2 0.897 -0.0039
30 0.3 25.2 0.975 -0.0058
40 0.4 27.1 1.048 -0.0077
50 0.5 28.9 1.118 -0.0097
60 0.6 29.8 1.153 -0.0116
70 0.7 30.8 1.191 -0.0135
80 0.8 31.9 1.234 -0.0155
90 0.9 32.5 1.257 -0.0174
100 1 33.7 1.303 -0.0193
110 1.1 33.8 1.307 -0.0212
120 1.2 33.9 1.311 -0.0232
130 1.3 34.5 1.334 -0.0251
140 1.4 35.2 1.361 -0.0270150 1.5 35.9 1.389 -0.0290
160 1.6 36.5 1.412 -0.0309
170 1.7 37.5 1.450 -0.0328
180 1.8 37.8 1.462 -0.0348
190 1.9 38.8 1.501 -0.0367
200 2 39.2 1.516 -0.0386
210 2.1 40.1 1.551 -0.0406
220 2.2 40.4 1.563 -0.0425
230 2.3 40.5 1.566 -0.0444
240 2.4 40.9 1.582 -0.0464250 2.5 41.1 1.590 -0.0483
CARACTERISTICAS MECNICASma! 1.590 ma! -0.0483
E! 168.201842
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7/25/2019 Compresin en Maderas2
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AR A LAS FIBRAS
L#$g% I$&c&a' (cm)! 5.177AREA(cm2)! 25.854
-0.0600 -0.0500 -0.0400 -0.0300 -0.0200 -0.0100 0.0000
0.000
0.200
0.400
0.600
0.800
1.000
1.200
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1.800
(kg/cm2)
(kg/cm2)