Demographics. The average number of persons per house-hold in the United States has been shrinking steadily for as long as statistics have been kept and is approximately linear with respect to time. In 1980 there were about 2.76 persons per household, and in 2015 about 2.54 . (A) If N represents the average number of persons per house-hold and t represents the number of years since 1980 , write a linear equation that expresses N in terms of t . (B) Use this equation to estimate household size in the year 2030.
Demographics. The average number of persons per house-hold in the United States has been shrinking steadily for as long as statistics have been kept and is approximately linear with respect to time. In 1980 there were about 2.76 persons per household, and in 2015 about 2.54 . (A) If N represents the average number of persons per house-hold and t represents the number of years since 1980 , write a linear equation that expresses N in terms of t . (B) Use this equation to estimate household size in the year 2030.
Solution Summary: The author calculates the linear equation that expresses average number of persons per household N in the numbers of years since 1980.
Demographics. The average number of persons per house-hold in the United States has been shrinking steadily for as long as statistics have been kept and is approximately linear with respect to time. In
1980
there were about
2.76
persons per household, and in
2015
about
2.54
.
(A) If
N
represents the average number of persons per house-hold and
t
represents the
number of years since
1980
, write a linear equation that expresses
N
in terms of
t
.
(B) Use this equation to estimate household size in the year
2030.
=
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
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