In the following exercises, sketch the graph of a function with the given properties. 80. lim x → − ∞ f ( x ) = 0 , lim x → − 1 − f ( x ) = ∞ , lim x → − 1 + f ( x ) = − ∞ , f ( 0 ) = − 1 , lim x → 1 − f ( x ) = − ∞ , lim x → 1 + f ( x ) = ∞ , lim x → ∞ f ( x ) = 0
In the following exercises, sketch the graph of a function with the given properties. 80. lim x → − ∞ f ( x ) = 0 , lim x → − 1 − f ( x ) = ∞ , lim x → − 1 + f ( x ) = − ∞ , f ( 0 ) = − 1 , lim x → 1 − f ( x ) = − ∞ , lim x → 1 + f ( x ) = ∞ , lim x → ∞ f ( x ) = 0
In the following exercises, sketch the graph of a function with the given properties.
80.
lim
x
→
−
∞
f
(
x
)
=
0
,
lim
x
→
−
1
−
f
(
x
)
=
∞
,
lim
x
→
−
1
+
f
(
x
)
=
−
∞
,
f
(
0
)
=
−
1
,
lim
x
→
1
−
f
(
x
)
=
−
∞
,
lim
x
→
1
+
f
(
x
)
=
∞
,
lim
x
→
∞
f
(
x
)
=
0
sy = f(x)
+
+
+
+
+
+
+
+
+
X
3
4
5
7
8
9
The function of shown in the figure is continuous on the closed interval [0, 9] and differentiable on the open
interval (0, 9). Which of the following points satisfies conclusions of both the Intermediate Value Theorem
and the Mean Value Theorem for f on the closed interval [0, 9] ?
(A
A
B
B
C
D
=
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%
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