Supply and demand. At a price of $ 1.94 per bushel, the supply of corn is 9,800 million bushels and the demand is 9,300 million bushels. At a price of $ 1.82 per bushel, the supply is 9,400 million bushels and the demand is 9,500 million bushels. (A) Find a price-supply equation of the form p = m x + b . (B) Find a price-demand equation of the form p = m x + b . (C) Find the equilibrium point. (D) Graph the price-supply equation, price-demand equation, and equilibrium point in the same coordinate system .
Supply and demand. At a price of $ 1.94 per bushel, the supply of corn is 9,800 million bushels and the demand is 9,300 million bushels. At a price of $ 1.82 per bushel, the supply is 9,400 million bushels and the demand is 9,500 million bushels. (A) Find a price-supply equation of the form p = m x + b . (B) Find a price-demand equation of the form p = m x + b . (C) Find the equilibrium point. (D) Graph the price-supply equation, price-demand equation, and equilibrium point in the same coordinate system .
Solution Summary: The author calculates the price-supply equation of the form p=mx+b, where the supply and demand of corn are 9,800 million bushels and 9500
Supply and demand. At a price of
$
1.94
per bushel, the supply of corn is 9,800 million bushels and the demand is 9,300 million bushels. At a price of
$
1.82
per bushel, the supply is 9,400 million bushels and the demand is 9,500 million bushels.
(A) Find a price-supply equation of the form
p
=
m
x
+
b
.
(B) Find a price-demand equation of the form
p
=
m
x
+
b
.
(C) Find the equilibrium point.
(D) Graph the price-supply equation, price-demand equation, and equilibrium point in the same coordinate system.
Formula Formula Point-slope equation: The point-slope equation of a line passing through the point (x 1 , y 1 ) with slope m , is given by the following formula: y - y 1 = m x - x 1 Example: The point-slope equation of a line passing through (2, -6) with slope 5 is given by: y - (-6) = 5(x - 2) y + 6 = 5(x - 2)
=
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 1 Solutions
Finite Mathematics for Business, Economics, Life Sciences and Social Sciences Plus NEW MyLab Math with Pearson eText -- Access Card Package (13th Edition)
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