Nolinear Mass
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Bulbo de presiones
Transcript of Nolinear Mass
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TEORA DE LAS CAPASCONSIDERACIONES GENERALES = cualesquieraCARGA DE UNA SOLA RUEDA
ESPESOR TOTAL 100az CAPA FINAL 90ar Boussinesqt
DATOSq 250 psiEo 25000 psi ESFUERZO INVARIANTE 0.01 0.4 145 pcfko 0.55a 6 in
z z r t E0 250 225 225 700 2000006 161.611652 21.7068004089 21.7068004 206.0825448361 76520.63620912 71.1145618 1.39320225 1.39320225 76.0155496334 44003.88740812 71.1145618 1.39320225 1.39320225 76.0155496334 44003.88740818 36.5462579 -0.312283287 -0.31228329 39.0935663646 34773.39159124 21.7311764 -0.4154632691 -0.41546327 25.1294165649 31282.35414124 21.7311764 -0.4154632691 -0.41546327 25.1294165649 31282.35414130 14.2834914 -0.344982202 -0.3449822 18.8799853497 29719.99633736 10.0663429 -0.2710447671 -0.27104477 15.8680033175 28967.00082936 10.0663429 -0.2710447671 -0.27104477 15.8680033175 28967.00082942 7.46237405 -0.2135098079 -0.21350981 14.4363961039 28609.09902648 5.74698419 -0.1707489466 -0.17074895 13.8638196338 28465.95490848 5.74698419 -0.1707489466 -0.17074895 13.8638196338 28465.95490854 4.55919967 -0.1389069703 -0.13890697 13.7970107285 28449.25268260 3.70366579 -0.1148494683 -0.11484947 14.0468835197 28511.7208860 3.70366579 -0.1148494683 -0.11484947 14.0468835197 28511.72088
330 0.12391574 -0.0041209676 -0.00412097 58.2667154673 39566.678867600 0.03749531 -0.0012489689 -0.00124897 105.7641640419 51441.04101
Homogeneuss Mass. Eje simetra diferente v.
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TEORA DE LAS CAPASPrincipales esfuerzos conocidos z y r
0.03293229 DEFORMACIONES0.02167904 E 76520.636 z 0.01940.013568850.029858950.02105733 E 34773.392 z 0.01370.016133860.018877160.0152568 E 29719.996 z 0.0061
0.012785940.013282420.0114241 E 28609.099 z 0.0033
0.010018530.010074820.00896923 E 28449.253 z 0.00200.008081250.005810590.00106133 E 39566.679 z 0.00520.0005838
z total 0.0497
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Bulbo de presiones
DATOS Delta z Carga PuntualQ 15000 lb 30 7500.00q 149.21 psi 30 7500.00P 7500.00 45 7500.00E 25000 psi 45 7500.00h 7 0.35a 4 in
PLANO X-Z Y=0Z x Delta z Delta z/P
1 0.2 3246.52911 0.432870550.4 2470.91426 0.329455240.6 1660.18077 0.221357440.8 1039.66406 0.13862187
1 633.03491 0.084404651.2 385.059714 0.05134131.4 237.56003 0.031674671.6 149.753732 0.01996716
Z x Delta z Delta z/P2 0.2 873.251266 0.1164335
0.4 811.632278 0.108217640.6 721.732751 0.096231030.8 617.728566 0.08236381
1 512.469031 0.06832921.2 415.045192 0.055339361.4 330.352036 0.044046941.6 259.916014 0.03465547
Z x Delta z Delta z/P3 0.2 393.500545 0.05246674
0.4 380.73932 0.050765240.6 360.725457 0.048096730.8 335.099538 0.04467994
1 305.749963 0.040766661.2 274.546029 0.036606141.4 243.130828 0.032417441.6 212.8001 0.02837335
Z x Delta z Delta z/P
Del programa de Homogeneuss Mass se obtiene:
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4 0.2 222.418913 0.029655860.4 218.312816 0.029108380.6 211.701715 0.02822690.8 202.908069 0.02705441
1 192.335885 0.025644781.2 180.433188 0.024057761.4 167.655109 0.022354011.6 154.432142 0.02059095
Z x Delta z Delta z/P5 0.2 142.668091 0.01902241
0.4 140.973042 0.018796410.6 138.210023 0.0184280.8 134.467587 0.01792901
1 129.861164 0.017314821.2 124.525713 0.016603431.4 118.607716 0.015814361.6 112.25731 0.01496764
Z x Delta z Delta z/P6 0.2 99.1960651 0.01322614
0.4 98.3751361 0.013116680.6 97.0279184 0.012937060.8 95.1848299 0.01269131
1 92.8863913 0.012384851.2 90.1813642 0.012024181.4 87.1246189 0.011616621.6 83.7748845 0.01116998
Z x Delta z Delta z/P7 0.2 72.9324186 0.00972432
0.4 72.4881614 0.009665090.6 71.7561109 0.009567480.8 70.7485165 0.00943314
1 69.4819117 0.009264251.2 67.9765431 0.009063541.4 66.2556961 0.008834091.6 64.3449545 0.00857933
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Profundidad z r r simetra Ecuacion10.9254843696 0 0 29.9999996
1 2.40261426 -2.402614268.9206205865 0 0 44.9999999
1 2.18141895 -2.18141895
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Distancia r
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Bulbo de presiones
DATOS Delta z Carga distribuidaQ 15000 lb 30 149.21q 149.21 psi 30 149.21P 7500.00 45 149.21E 25000 psi 45 149.21h 7 0.35a 4 in
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Profundidad z r r simetra Ecuacion9.9558471651 0 0 30.0000001
1 0.64291669 -0.642916697.6929233388 0 0 45.0000002
1 0.44915539 -0.44915539
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Bulbo de presiones
DATOSQ 15000 lbq 149.21 psiP 7500.00E 25000 psih 7 0.35a 4 in
HomogeneussBulbopresionesCargaPuntualBulbopresionescargacircularBulbopresionescargarectangular
