For the following exercises, for each of the piecewise- defined functions , a. evaluate at the given values of the independent variable and b. sketch the graph. 96. h ( x ) = { x + 1 , x ≤ 5 ; h ( 0 ) ; h ( π ) ; h ( 5 ) 4 , x > 5
For the following exercises, for each of the piecewise- defined functions , a. evaluate at the given values of the independent variable and b. sketch the graph. 96. h ( x ) = { x + 1 , x ≤ 5 ; h ( 0 ) ; h ( π ) ; h ( 5 ) 4 , x > 5
For the following exercises, for each of the piecewise- defined functions, a. evaluate at the given values of the independent variable and b. sketch the graph.
96.
h
(
x
)
=
{
x
+
1
,
x
≤
5
;
h
(
0
)
;
h
(
π
)
;
h
(
5
)
4
,
x
>
5
Definition Definition Group of one or more functions defined at different and non-overlapping domains. The rule of a piecewise function is different for different pieces or portions of the domain.
=
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%
University Calculus: Early Transcendentals (4th Edition)
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