CÁLCULO DE ESFORÇOS EM ESTACAS CIRCULARES
MÉTODO DE MATLOCK E REESE - ESTACA LONGA
Projeto:
1) Dados da estaca
f= 25 (cm) E= 2100000 (t/m2)
2) Dados do solo (tf/m3)
150 (t/m3)
3) Dados esforços
0.71 (t) 1.00 (t.m)
,
4) Cálculo dos esforços na estaca
I= 0.00019 (m4) T= 1.22 (m)
z/T z(m) Q(t) M(t.m)
0.0 0.000 1.000 1.000 0.000 0.00 0.71 1.00
0.1 0.100 0.989 1.000 -0.007 0.12 0.70 1.09
0.2 0.198 0.956 0.999 -0.028 0.24 0.66 1.17
0.3 0.291 0.906 0.994 -0.058 0.37 0.60 1.25
0.4 0.379 0.840 0.987 -0.095 0.49 0.52 1.31
0.5 0.459 0.764 0.976 -0.137 0.61 0.43 1.37
0.6 0.532 0.677 0.960 -0.181 0.73 0.33 1.42
0.7 0.595 0.585 0.939 -0.226 0.85 0.23 1.45
0.8 0.649 0.489 0.914 -0.270 0.97 0.13 1.48
0.9 0.693 0.392 0.885 -0.312 1.10 0.02 1.48
1.0 0.727 0.295 0.852 -0.350 1.22 -0.08 1.48
1.2 0.767 0.109 0.775 -0.414 1.46 -0.26 1.44
1.4 0.772 -0.056 0.688 -0.456 1.71 -0.41 1.36
1.6 0.746 -0.193 0.594 -0.477 1.95 -0.53 1.24
1.8 0.696 -0.298 0.498 -0.479 2.19 -0.60 1.10
2.0 0.628 -0.371 0.404 -0.456 2.44 -0.64 0.95
3.0 0.225 -0.349 0.059 -0.213 3.66 -0.42 0.25
4.0 0.000 -0.106 -0.042 0.017 4.87 -0.06 -0.04
5.0 0.033 0.013 -0.026 -0.029 6.09 -0.01 0.00
0.71 tf 1.48 tfm
hh=
H0= M0=
AmAqBmBq
Qmax= Mmax=
