Solidos Tablas

elemento

1 0.000125

ELEMENTO FUERZA (N)1 22.94

Esfuerzo de Fluencia madera (Pa):70000000

AREA SECCION TRANSVERSAL

(metros)

00.0174532925

0.0349065850.05235987760.06981317010.08726646260.10471975510.12217304760.13962634020.15707963270.17453292520.19198621770.20943951020.22689280280.24434609530.26179938780.27925268030.29670597280.31415926540.33161255790.34906585040.36651914290.3839724354

0.4014257280.4188790205

0.4363323130.4537856055

0.4712388980.48869219060.50614548310.52359877560.54105206810.55850536060.57595865320.59341194570.61086523820.62831853070.64577182320.6632251158

ANGULO THETA

RADIANES

0.68067840830.69813170080.71558499330.73303828580.75049157840.76794487090.78539816340.80285145590.8203047484

0.8377580410.8552113335

0.8726646260.8901179185

0.9075712110.92502450360.94247779610.95993108860.97738438110.99483767361.01229096621.02974425871.04719755121.06465084371.08210413621.09955742881.11701072131.13446401381.15191730631.16937059881.18682389141.20427718391.22173047641.23918376891.2566370614

1.2740903541.2915436465

1.3089969391.3264502315

1.3439035241.36135681661.37881010911.39626340161.41371669411.43116998661.4486232792

1.46607657171.48352986421.50098315671.51843644921.53588974181.55334303431.5707963268

0 183520.000 0.000 183520.0001 183464.102 3202.378 ANGULO 02 183296.477 6400.8543 183017.329 9591.5324 182626.998 12770.5245 182125.959 15933.9576 181514.824 19077.9777 180794.336 22198.7538 179965.373 25292.4849 179028.946 28355.399

10 177986.195 31383.76811 176838.390 34373.90112 175586.931 37322.15413 174233.342 40224.93614 172779.271 43078.71115 171226.491 45880.00016 169576.893 48625.39217 167832.488 51311.54118 165995.399 53935.17519 164067.867 56493.09720 162052.238 58982.19121 159950.969 61399.42422 157766.620 63741.85223 155501.852 66006.62024 153159.424 68190.96925 150742.191 70292.23826 148253.097 72307.86727 145695.175 74235.39928 143071.541 76072.48829 140385.392 77816.89330 137640.000 79466.49131 134838.711 81019.27132 131984.936 82473.34233 129082.154 83826.93134 126133.901 85078.39035 123143.768 86226.19536 120115.399 87268.94637 117052.484 88205.37338 113958.753 89034.336

ANGULO THETA

ESFUERZO NORMAL

(PA)

ESFUERZO CORTANTE

(PA)

ESFUERZO NORMAL

MAXIMO (PA)

0 50 1000.000

50000.000

100000.000

150000.000

200000.000

ESFUERZO NORMAL (PA)


ANGULO THETA

eSFUERZO NORMAL

0 50 1000.000

20000.000

40000.000

60000.000

80000.000

100000.000

ESFUERZO CORTANTE (PA)


ANGULO TETHA

ESFUERZO CORTANTE

39 110837.977 89754.82440 107693.957 90365.95941 104530.524 90866.99842 101351.532 91257.32943 98160.854 91536.47744 94962.378 91704.10245 91760.000 91760.00046 88557.622 91704.10247 85359.146 91536.47748 82168.468 91257.32949 78989.476 90866.99850 75826.043 90365.95951 72682.023 89754.82452 69561.247 89034.33653 66467.516 88205.37354 63404.601 87268.94655 60376.232 86226.19556 57386.099 85078.39057 54437.846 83826.93158 51535.064 82473.34259 48681.289 81019.27160 45880.000 79466.49161 43134.608 77816.89362 40448.459 76072.48863 37824.825 74235.39964 35266.903 72307.86765 32777.809 70292.23866 30360.576 68190.96967 28018.148 66006.62068 25753.380 63741.85269 23569.031 61399.42470 21467.762 58982.19171 19452.133 56493.09772 17524.601 53935.17573 15687.512 51311.54174 13943.107 48625.39275 12293.509 45880.00076 10740.729 43078.71177 9286.658 40224.93678 7933.069 37322.15479 6681.610 34373.90180 5533.805 31383.76881 4491.054 28355.39982 3554.627 25292.48483 2725.664 22198.753

84 2005.176 19077.97785 1394.041 15933.95786 893.002 12770.52487 502.671 9591.53288 223.523 6400.85489 55.898 3202.37890 0.000 0.000

91760.00045

ESFUERZO CORTANTE

MAXIMO (PA)

0 50 1000.000

50000.000

100000.000

150000.000

200000.000



ANGULO THETA

eSFUERZO NORMAL

0 50 1000.000

20000.000

40000.000

60000.000

80000.000

100000.000



ANGULO TETHA

ESFUERZO CORTANTE

elemento

1 0.000125



AREA SECCION TRANSVERSAL

(metros)

00.0174532925

0.0349065850.05235987760.06981317010.08726646260.10471975510.12217304760.13962634020.15707963270.17453292520.19198621770.20943951020.22689280280.24434609530.26179938780.27925268030.29670597280.31415926540.33161255790.34906585040.36651914290.3839724354

0.4014257280.4188790205

0.4363323130.4537856055

0.4712388980.4886921906

Esfuerzo de Fluencia madera (Pa): 0.506145483170000000 0.5235987756

0.54105206810.55850536060.57595865320.59341194570.61086523820.62831853070.64577182320.6632251158

ANGULO THETA

RADIANES

0.68067840830.69813170080.71558499330.73303828580.75049157840.76794487090.78539816340.80285145590.8203047484

0.8377580410.8552113335

0.8726646260.8901179185

0.9075712110.92502450360.94247779610.95993108860.97738438110.99483767361.01229096621.02974425871.04719755121.06465084371.08210413621.09955742881.11701072131.13446401381.15191730631.16937059881.18682389141.20427718391.22173047641.23918376891.2566370614

1.2740903541.2915436465

1.3089969391.3264502315

1.3439035241.36135681661.37881010911.39626340161.41371669411.43116998661.4486232792

1.46607657171.48352986421.50098315671.51843644921.53588974181.55334303431.5707963268

0 168320.000 0.000 168320.0001 168268.732 2937.142 ANGULO 02 168114.990 5870.7053 167858.963 8797.1154 167500.961 11712.8085 167041.420 14614.2316 166480.902 17497.8487 165820.088 20360.1478 165059.784 23197.6409 164200.916 26006.870

10 163244.531 28784.41511 162191.793 31526.89112 161043.986 34230.95613 159802.507 36893.31614 158468.869 39510.72715 157044.698 42080.00016 155531.728 44598.00517 153931.802 47061.67518 152246.870 49468.00719 150478.985 51814.07020 148630.300 54097.00521 146703.069 56314.03222 144699.638 58462.44823 142622.448 60539.63824 140474.032 62543.06925 138257.005 64470.30026 135974.070 66318.98527 133628.007 68086.87028 131221.675 69771.80229 128758.005 71371.72830 126240.000 72884.69831 123670.727 74308.86932 121053.316 75642.50733 118390.956 76883.98634 115686.891 78031.79335 112944.415 79084.53136 110166.870 80040.91637 107357.640 80899.78438 104520.147 81660.088

ANGULO THETA

ESFUERZO NORMAL

(PA)

ESFUERZO CORTANTE

(PA)

ESFUERZO NORMAL

MAXIMO (PA)

0 50 1000.000

50000.000

100000.000

150000.000

200000.000



ANGULO THETA

eSFUERZO NORMAL

0 50 1000.000

20000.000

40000.000

60000.000

80000.000

100000.000



ANGULO TETHA

ESFUERZO CORTANTE

39 101657.848 82320.90240 98774.231 82881.42041 95872.808 83340.96142 92957.115 83698.96343 90030.705 83954.99044 87097.142 84108.73245 84160.000 84160.00046 81222.858 84108.73247 78289.295 83954.99048 75362.885 83698.96349 72447.192 83340.96150 69545.769 82881.42051 66662.152 82320.90252 63799.853 81660.08853 60962.360 80899.78454 58153.130 80040.91655 55375.585 79084.53156 52633.109 78031.79357 49929.044 76883.98658 47266.684 75642.50759 44649.273 74308.86960 42080.000 72884.69861 39561.995 71371.72862 37098.325 69771.80263 34691.993 68086.87064 32345.930 66318.98565 30062.995 64470.30066 27845.968 62543.06967 25697.552 60539.63868 23620.362 58462.44869 21616.931 56314.03270 19689.700 54097.00571 17841.015 51814.07072 16073.130 49468.00773 14388.198 47061.67574 12788.272 44598.00575 11275.302 42080.00076 9851.131 39510.72777 8517.493 36893.31678 7276.014 34230.95679 6128.207 31526.89180 5075.469 28784.41581 4119.084 26006.87082 3260.216 23197.64083 2499.912 20360.147

84 1839.098 17497.84885 1278.580 14614.23186 819.039 11712.80887 461.037 8797.11588 205.010 5870.70589 51.268 2937.14290 0.000 0.000

84160.00045

ESFUERZO CORTANTE

MAXIMO (PA)

0 50 1000.000

50000.000

100000.000

150000.000

200000.000



ANGULO THETA

eSFUERZO NORMAL

0 50 1000.000

20000.000

40000.000

60000.000

80000.000

100000.000



ANGULO TETHA

ESFUERZO CORTANTE

TENSION elemento AREA

completa 2 0.00052 puntillas 6.3E-06

reducida - area puntillas 2 4.9E-04


COMPRESION elemento AREA

completa 2 0.00052 puntillas 6.3E-06

reducida - area puntillas 2 4.9E-04


PEGANTE ENTRE TABLAS ELEMENTO 1 Y ELEMENTO 2

PEGANTE ENTRE TABLAS ELEMENTO 1 Y ELEMENTO 2

ELEMENTO

2 45880 elemento completo2 4.6E+04 elemento area reducida

ELEMENTO

2 42080 elemento completo2 4.3E+04 elemento area reducida


ESFUERZO CORTANTE

(Pa)

ESFUERZO CORTANTE

(Pa)

elemento

puntilla 3.14159E-006

ELEMENTO FUERZA (N)puntilla 22.94

Son dos puntillas, la fuerza 11.47se distribuye en ambas

anguloEsfuerzo cortante maximo 1825507.2 0

Esfuerzo normal maximo 3651014.39 45

AREA SECCION

TRANSVERSAL (metros)

0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

1

esfuerzo de fluencia del acero (Pa)358670000

0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

0 0 0.0 3651014.390.01745329 1 63709.3 3649902.340.03490659 2 127340.9 3646567.550.05235988 3 190817.5 3641014.080.06981317 4 254061.5 3633248.680.08726646 5 316996.0 3623280.840.10471976 6 379544.3 3611122.680.12217305 7 441630.2 3596789.030.13962634 8 503178.0 3580297.340.15707963 9 564112.7 3561667.710.17453293 10 624360.2 3540922.840.19198622 11 683847.0 3518088.000.20943951 12 742500.7 3493191.01

0.2268928 13 800249.7 3466262.200.2443461 14 857023.7 3437334.38

0.26179939 15 912753.6 3406442.800.27925268 16 967371.4 3373625.100.29670597 17 1020810.7 3338921.250.31415927 18 1073006.2 3302373.540.33161256 19 1123894.5 3264026.500.34906585 20 1173413.4 3223926.840.36651914 21 1221502.7 3182123.420.38397244 22 1268103.9 3138667.180.40142573 23 1313160.0 3093611.050.41887902 24 1356616.2 3047009.940.43633231 25 1398419.6 2998920.610.45378561 26 1438519.3 2949401.65

0.4712389 27 1476866.3 2898513.410.48869219 28 1513414.1 2846317.870.50614548 29 1548117.9 2792878.630.52359878 30 1580935.6 2738260.800.54105207 31 1611827.2 2682530.910.55850536 32 1640755.0 2625756.880.57595865 33 1667683.8 2568007.870.59341195 34 1692580.8 2509354.230.61086524 35 1715415.6 2449867.430.62831853 36 1736160.5 2389619.940.64577182 37 1754790.1 2328685.17

ANGULO THETA

RADIANES

ANGULO THETA

ESFUERZO

NORMAL (PA)

ESFUERZO

CORTANTE (PA)

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

0.66322512 38 1771281.8 2267137.360.68067841 39 1785615.5 2205051.49

0.6981317 40 1797773.6 2142503.200.71558499 41 1807741.5 2079568.690.73303829 42 1815506.9 2016324.660.75049158 43 1821060.4 1952848.140.76794487 44 1824395.1 1889216.480.78539816 45 1825507.2 1825507.200.80285146 46 1824395.1 1761797.910.82030475 47 1821060.4 1698166.250.83775804 48 1815506.9 1634689.740.85521133 49 1807741.5 1571445.700.87266463 50 1797773.6 1508511.200.89011792 51 1785615.5 1445962.910.90757121 52 1771281.8 1383877.04

0.9250245 53 1754790.1 1322329.220.9424778 54 1736160.5 1261394.45

0.95993109 55 1715415.6 1201146.960.97738438 56 1692580.8 1141660.160.99483767 57 1667683.8 1083006.531.01229097 58 1640755.0 1025257.511.02974426 59 1611827.2 968483.481.04719755 60 1580935.6 912753.601.06465084 61 1548117.9 858135.771.08210414 62 1513414.1 804696.531.09955743 63 1476866.3 752500.991.11701072 64 1438519.3 701612.741.13446401 65 1398419.6 652093.791.15191731 66 1356616.2 604004.46

1.1693706 67 1313160.0 557403.341.18682389 68 1268103.9 512347.211.20427718 69 1221502.7 468890.971.22173048 70 1173413.4 427087.551.23918377 71 1123894.5 386987.901.25663706 72 1073006.2 348640.851.27409035 73 1020810.7 312093.141.29154365 74 967371.4 277389.291.30899694 75 912753.6 244571.591.32645023 76 857023.7 213680.011.34390352 77 800249.7 184752.201.36135682 78 742500.7 157823.391.37881011 79 683847.0 132926.40

1.3962634 80 624360.2 110091.551.41371669 81 564112.7 89346.681.43116999 82 503178.0 70717.05

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

1.44862328 83 441630.2 54225.371.46607657 84 379544.3 39891.711.48352986 85 316996.0 27733.561.50098316 86 254061.5 17765.711.51843645 87 190817.5 10000.321.53588974 88 127340.9 4446.841.55334303 89 63709.3 1112.051.57079633 90 0.0 0.00

elemento

puntilla 3.14159E-006

ELEMENTO FUERZA (N)puntilla 21.04

Son dos puntillas, la fuerza 10.52se distribuye en ambas

anguloEsfuerzo cortante maximo 1674310.0 0

Esfuerzo normal maximo 3348620 45

AREA SECCION


0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

1


0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

0 20 40 60 80 1000.0

500000.0

1000000.0

1500000.0

2000000.0



ANGULO

ESFUERZO NORMAL

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

0 0 0.0 3348620.000.01745329 1 58432.6 3347600.060.03490659 2 116794.0 3344541.470.05235988 3 175013.1 3339447.960.06981317 4 233018.9 3332325.730.08726646 5 290740.9 3323183.470.10471976 6 348108.6 3312032.310.12217305 7 405052.2 3298885.840.13962634 8 461502.4 3283760.070.15707963 9 517390.2 3266673.440.17453293 10 572647.7 3247646.750.19198622 11 627207.6 3226703.200.20943951 12 681003.2 3203868.30

0.2268928 13 733969.2 3179169.860.2443461 14 786040.9 3152637.99

0.26179939 15 837155.0 3124305.000.27925268 16 887249.1 3094205.410.29670597 17 936262.3 3062375.900.31415927 18 984134.7 3028855.250.33161256 19 1030808.2 2993684.290.34906585 20 1076225.7 2956905.870.36651914 21 1120332.1 2918564.820.38397244 22 1163073.5 2878707.820.40142573 23 1204397.8 2837383.460.41887902 24 1244254.8 2794642.070.43633231 25 1282595.9 2750535.720.45378561 26 1319374.3 2705118.17

0.4712389 27 1354545.2 2658444.730.48869219 28 1388065.9 2610572.270.50614548 29 1419895.4 2561559.130.52359878 30 1449995.0 2511465.000.54105207 31 1478328.0 2460350.930.55850536 32 1504859.9 2408279.200.57595865 33 1529558.3 2355313.230.59341195 34 1552393.2 2301517.570.61086524 35 1573336.8 2246957.750.62831853 36 1592363.4 2191700.250.64577182 37 1609450.1 2135812.38

ANGULO THETA

RADIANES

ANGULO THETA

ESFUERZO

NORMAL (PA)

ESFUERZO

CORTANTE (PA)

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

0.66322512 38 1624575.8 2079362.250.68067841 39 1637722.3 2022418.62

0.6981317 40 1648873.5 1965050.880.71558499 41 1658015.7 1907328.920.73303829 42 1665138.0 1849323.050.75049158 43 1670231.5 1791103.960.76794487 44 1673290.1 1732742.580.78539816 45 1674310.0 1674310.000.80285146 46 1673290.1 1615877.420.82030475 47 1670231.5 1557516.040.83775804 48 1665138.0 1499296.950.85521133 49 1658015.7 1441291.090.87266463 50 1648873.5 1383569.120.89011792 51 1637722.3 1326201.380.90757121 52 1624575.8 1269257.75

0.9250245 53 1609450.1 1212807.620.9424778 54 1592363.4 1156919.76

0.95993109 55 1573336.8 1101662.250.97738438 56 1552393.2 1047102.440.99483767 57 1529558.3 993306.771.01229097 58 1504859.9 940340.811.02974426 59 1478328.0 888269.071.04719755 60 1449995.0 837155.001.06465084 61 1419895.4 787060.881.08210414 62 1388065.9 738047.731.09955743 63 1354545.2 690175.271.11701072 64 1319374.3 643501.841.13446401 65 1282595.9 598084.281.15191731 66 1244254.8 553977.93

1.1693706 67 1204397.8 511236.541.18682389 68 1163073.5 469912.181.20427718 69 1120332.1 430055.191.22173048 70 1076225.7 391714.131.23918377 71 1030808.2 354935.721.25663706 72 984134.7 319764.761.27409035 73 936262.3 286244.101.29154365 74 887249.1 254414.591.30899694 75 837155.0 224315.011.32645023 76 786040.9 195982.021.34390352 77 733969.2 169450.141.36135682 78 681003.2 144751.701.37881011 79 627207.6 121916.80

1.3962634 80 572647.7 100973.251.41371669 81 517390.2 81946.561.43116999 82 461502.4 64859.93

0 50 1000.00

1000000.00

2000000.00

3000000.00

4000000.00



ANGULO

ESFUERZO CORTANTE

1.44862328 83 405052.2 49734.161.46607657 84 348108.6 36587.691.48352986 85 290740.9 25436.531.50098316 86 233018.9 16294.271.51843645 87 175013.1 9172.051.53588974 88 116794.0 4078.541.55334303 89 58432.6 1019.941.57079633 90 0.0 0.00

elemento

pasador 3.14159E-006

FUERZA P BAJA (-Y)FUERZA (N)

F1 21.94F2 10.97P -40

FUERZA P SUBE (Y)FUERZA (N)

F1 21.04F2 10.52P 40

AREA SECCION


FUERZA P BAJA

3491859.451436


Fs = -F2

Por simetria se concluye el

esfuerzo cortante (Pa)

FUERZA P SUBE

3348620.002653


Por simetria se concluye el

esfuerzo cortante (Pa)

Solidos Tablas

Documents