In Problems 11 and 12, a minimization problem, the corresponding dual problem, and the final simplex tableau in the solution of the dual problem are given. (A) Find the optimal solution of the dual problem. (B) Find the optimal solution of the minimization problem. Minimize C = 16 x 1 + 25 x 2 subject to 3 x 1 + 5 x 2 ≥ 30 2 x 1 + 3 x 2 ≥ 19 x 1 , x 2 ≥ 0 Maximize P = 30 y 1 + 19 y 2 subject to 3 y 1 + 2 y 2 ≤ 16 5 y 1 + 3 y 2 ≤ 25 y 1 , y 2 ≥ 0 y 1 y 2 x 1 x 2 P 0 1 5 − 3 0 5 1 0 − 3 2 0 2 0 0 5 3 1 155
In Problems 11 and 12, a minimization problem, the corresponding dual problem, and the final simplex tableau in the solution of the dual problem are given. (A) Find the optimal solution of the dual problem. (B) Find the optimal solution of the minimization problem. Minimize C = 16 x 1 + 25 x 2 subject to 3 x 1 + 5 x 2 ≥ 30 2 x 1 + 3 x 2 ≥ 19 x 1 , x 2 ≥ 0 Maximize P = 30 y 1 + 19 y 2 subject to 3 y 1 + 2 y 2 ≤ 16 5 y 1 + 3 y 2 ≤ 25 y 1 , y 2 ≥ 0 y 1 y 2 x 1 x 2 P 0 1 5 − 3 0 5 1 0 − 3 2 0 2 0 0 5 3 1 155
Solution Summary: The author calculates the optimal solution of the dual of minimization problem if the corresponding dual problem and the final simplex tableau are given.
In Problems 11 and 12, a minimization problem, the corresponding dual problem, and the final simplex tableau in the solution of the dual problem are given.
(A) Find the optimal solution of the dual problem.
(B) Find the optimal solution of the minimization problem.
Minimize
C
=
16
x
1
+
25
x
2
subject to
3
x
1
+
5
x
2
≥
30
2
x
1
+
3
x
2
≥
19
x
1
,
x
2
≥
0
Maximize
P
=
30
y
1
+
19
y
2
subject to
3
y
1
+
2
y
2
≤
16
5
y
1
+
3
y
2
≤
25
y
1
,
y
2
≥
0
y
1
y
2
x
1
x
2
P
0
1
5
−
3
0
5
1
0
−
3
2
0
2
0
0
5
3
1
155
=
Q6 What will be the allowable bearing capacity of sand having p = 37° and ydry
19 kN/m³ for (i) 1.5 m strip foundation (ii) 1.5 m x 1.5 m square footing and
(iii)1.5m x 2m rectangular footing. The footings are placed at a depth of 1.5 m
below ground level. Assume F, = 2.5. Use Terzaghi's equations.
0
Ne
Na
Ny
35 57.8 41.4 42.4
40 95.7 81.3 100.4
Q1 The SPT records versus depth are given in table below. Find qan for the raft 12%
foundation with BxB-10x10m and depth of raft D-2m, the allowable
settlement is 50mm.
Elevation, m 0.5 2
2 6.5 9.5 13 18 25
No.of blows, N 11 15 29 32 30 44
0
estigate shear
12%
2
Chapter 6 Solutions
Finite Mathematics for Business, Economics, Life Sciences, and Social Sciences (14th Edition)
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