[T] The normal distribution in probability is given by p ( x ) = 1 σ 2 π e − ( x − μ ) 2 / ( 2 σ 2 ) , where σ is the standard deviation and μ is the average. The standard normal distribution in probability, p s , corresponds to μ = 0 and σ = 1 . Compute the left endpoint estimates R 10 and R 100 of ∫ − 1 1 1 2 π e − x 2 / 2 d x
[T] The normal distribution in probability is given by p ( x ) = 1 σ 2 π e − ( x − μ ) 2 / ( 2 σ 2 ) , where σ is the standard deviation and μ is the average. The standard normal distribution in probability, p s , corresponds to μ = 0 and σ = 1 . Compute the left endpoint estimates R 10 and R 100 of ∫ − 1 1 1 2 π e − x 2 / 2 d x
[T] The normal distribution in probability is given
by
p
(
x
)
=
1
σ
2
π
e
−
(
x
−
μ
)
2
/
(
2
σ
2
)
, where
σ
is the standard
deviation and
μ
is the average. The standard normal distribution in probability,
p
s
, corresponds to
μ
=
0
and
σ
=
1
. Compute the left endpoint estimates
R
10
and
R
100
of
∫
−
1
1
1
2
π
e
−
x
2
/
2
d
x
Features Features Normal distribution is characterized by two parameters, mean (µ) and standard deviation (σ). When graphed, the mean represents the center of the bell curve and the graph is perfectly symmetric about the center. The mean, median, and mode are all equal for a normal distribution. The standard deviation measures the data's spread from the center. The higher the standard deviation, the more the data is spread out and the flatter the bell curve looks. Variance is another commonly used measure of the spread of the distribution and is equal to the square of the standard deviation.
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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