Flux Consider the vector fields and curves in Exercises 57–58. a. Based on the picture, make a conjecture about whether the outward flux of F across C is positive, negative, or zero. b. Compute the flux for the vector fields and curves. 60. F and C given in Exercise 58 58. F = 〈 y , − 2 x 〉 4 x 2 + y 2 ; C : r ( t ) = 〈 2 cos t , 4 sin t 〉 , for 0 ≤ t ≤ 2 π
Flux Consider the vector fields and curves in Exercises 57–58. a. Based on the picture, make a conjecture about whether the outward flux of F across C is positive, negative, or zero. b. Compute the flux for the vector fields and curves. 60. F and C given in Exercise 58 58. F = 〈 y , − 2 x 〉 4 x 2 + y 2 ; C : r ( t ) = 〈 2 cos t , 4 sin t 〉 , for 0 ≤ t ≤ 2 π
Flux Consider the vector fields and curves in Exercises 57–58.
a. Based on the picture, make a conjecture about whether the outward flux of F across C is positive, negative, or zero.
b. Compute the flux for the vector fields and curves.
60. F and C given in Exercise 58
58.
F
=
〈
y
,
−
2
x
〉
4
x
2
+
y
2
;
C :
r
(
t
)
=
〈
2
cos
t
,
4
sin
t
〉
,
for 0 ≤ t ≤ 2π
Quantities that have magnitude and direction but not position. Some examples of vectors are velocity, displacement, acceleration, and force. They are sometimes called Euclidean or spatial vectors.
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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