q = 7 kg/cm2E= 1000 kg/cm2γ= 0.4a= 15 cm
profundidad
z (cm) σ (kg/cm2) Ԑ Ԑ %0 7 0.0098 0.04924643885 6.7786405638 0.00214594 0.2248966265
10 5.8052611158 0.00072225 0.668210114515 4.5251262658 -0.00113524 0.425120868120 3.416 -0.002744 0.175880138525 2.5864334706 -0.00395008 0.122178459630 1.9912077304 -0.00481857 0.100157421640 1.2537606637 -0.00590121 0.081782334150 0.8488220215 -0.00650146 0.074231780460 0.6084729402 -0.00686137 0.070337981770 0.4558784775 -0.00709226 0.068048175780 0.3535586453 -0.0072487 0.066579571390 0.2818575998 -0.00735947 0.065577395
-0.04094417
0.04826151
esfuerzo maximo vertical
deformacion vertical maxima
deformacion vertical maxima en porcentaje
ω
0.002482670.002145940.000722250.00113524
^ 0.0027440.003950080.004818570.005901210.006501460.006861370.00709226
0.00724870.007359470.05896323
deflexion vertical maxima
DATOS
150
μ 0.3
q (kg/cm2) 7
a (cm) 15
CALCULO DE LOS PARAMETROS
PROF.(Z) cm.
0 7 0.02427 2.4267
1.274
5 6.77864056 0.03386 3.3859
10 5.80526112 0.0341 3.4103
15 4.52512627 0.02856 2.855620 3.416 0.02233 2.232525 2.58643347 0.01723 1.722830 1.99120773 0.01341 1.341450 0.84882202 0.00582 0.582170 0.45587848 0.00314 0.314390 0.2818576 0.00195 0.1948
FORMULAS UTILIZADAS PARA EL CALCULO DE PARAMETROS
Ԑ (kg/cm2)
σz (kg/cm2) Ԑz Ԑz% ωo ( mm)
ORE FLORES DIANAORE FLORES DIANA
∈�=( )) / )^ ) /(�+� /�×�[�−��+��� (�^�+�^� (�.� −�^� )^ ) ](�^�+�^� (�.�
∈�=( )) / )^ ) /(�+� /�×�[�−��+��� (�^�+�^� (�.� −�^� )^ ) ](�^�+�^� (�.�
��=�=========== ×( ))(�−�^� /�×�×���=�=========== ×( ))(�−�^� /�×�×�
SOLUCION DEL EJERCICIO
PROF.(Z) cm.
-2.426667 0-3.385891 -5-3.410335 -10-2.855645 -15-2.232533 -20
-1.72285 -25-1.341428 -30-0.582133 -50-0.314295 -70
-0.19475 -90
Ԑz% -4 -3.5 -3 -2.5 -2 -1.5 -1 -0.5 0
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
CURVA DE DEFORMACION
Ԑz%
PROF.(Z) cm.
0 1 2 3 4 5 6 7 8
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
CURVA DE ESFUERZOS
ESFUERZO(kg/cm2)
PROF.(Z) cm.
PROF.(Z) cm.7 0
6.7786406 -55.8052611 -104.5251263 -15
3.416 -202.5864335 -251.9912077 -30
0.848822 -500.4558785 -700.2818576 -90
σz (kg/cm2)
0 1 2 3 4 5 6 7 8
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
CURVA DE ESFUERZOS
ESFUERZO(kg/cm2)
PROF.(Z) cm.
SOLUCION DEL EJERCICIO
-4 -3.5 -3 -2.5 -2 -1.5 -1 -0.5 0
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
CURVA DE DEFORMACION
Ԑz%
PROF.(Z) cm.
0 1 2 3 4 5 6 7 8
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
CURVA DE ESFUERZOS
ESFUERZO(kg/cm2)
PROF.(Z) cm.
0 1 2 3 4 5 6 7 8
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
CURVA DE ESFUERZOS
ESFUERZO(kg/cm2)
PROF.(Z) cm.
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