Flujo bidimensional
-
Upload
andy-adame-solano -
Category
Documents
-
view
36 -
download
3
description
Transcript of Flujo bidimensional
PUNTOS CARGA POSIC. m.c.a CARGA DE PRESIÓN m.c.a CARGA HIDR. m.c.a. INTERSTICIAL ton/m2
0 18.00 0.00 18.00 0.00
1 12.00 6.00 18.00 6.00
2 10.50 7.21 17.71 7.21
3 9.75 7.82 17.57 7.82
4 7.81 9.33 17.14 9.33
5 6.73 9.98 16.71 9.98
6 6.00 10.28 16.28 10.28
5’ 6.73 9.12 15.85 9.12
2’ 10.5 5.10 15.59 5.10
7 10.5 4.92 15.42 4.92
8 10.5 4.49 14.99 4.49
9 10.5 4.06 14.56 4.06
10 10.5 3.63 14.13 3.63
11 10.5 3.20 13.70 3.20
12 10.5 2.77 13.27 2.77
13 10.5 2.34 12.84 2.34
14 10.5 2.16 12.66 2.16
15 11.05 1.36 12.41 1.36
16 12.00 0.00 12.00 0.00
ÁREA m2 PROF. m Γ (ton/m3) q(tom/m) W ton BP m MOMENTO (ton/m)
1 74.45 1.00 2.40 178.68 11.89 + 2123.51
2 27.00 1.00 1.40 37.80 9.00 + 340.20
SUBPR. 1.00 70.83 70.83 10.09 - 714.67
EA 28.27 2.49 - 70.39
EP 4.61 0.50 + 2.31
MR, MA, WV
MR= 2124.51+340.2+2.31=2467.02 ton*m
MA=714.67+70.39=785.06 ton*m
WV=178.68+37.80-70.83= 145.65 ton