For the following exercises, use the information in the following table to find h ' ( a ) at the given value for a . x f ( x ) f ' ( x ) g ( x ) g ' ( x ) 0 2 5 0 2 1 1 -2 3 0 2 4 4 1 -1 3 3 -3 2 3 254. [T] A mass hanging from a vertical spring is in simple harmonic motion as given by the following position function. Where t is measured in seconds and s is in inches: s ( t ) = − 3 cos ( π t + π 4 ) . a. Determine the position of the spring at t = 1.5 s b. Find the velocity of the spring at t = 1.5 s.
For the following exercises, use the information in the following table to find h ' ( a ) at the given value for a . x f ( x ) f ' ( x ) g ( x ) g ' ( x ) 0 2 5 0 2 1 1 -2 3 0 2 4 4 1 -1 3 3 -3 2 3 254. [T] A mass hanging from a vertical spring is in simple harmonic motion as given by the following position function. Where t is measured in seconds and s is in inches: s ( t ) = − 3 cos ( π t + π 4 ) . a. Determine the position of the spring at t = 1.5 s b. Find the velocity of the spring at t = 1.5 s.
For the following exercises, use the information in the following table to find
h
'
(
a
)
at the given value for a.
x
f
(
x
)
f
'
(
x
)
g
(
x
)
g
'
(
x
)
0
2
5
0
2
1
1
-2
3
0
2
4
4
1
-1
3
3
-3
2
3
254. [T] A mass hanging from a vertical spring is in simple harmonic motion as given by the following position function. Where t is measured in seconds and s is in inches:
s
(
t
)
=
−
3
cos
(
π
t
+
π
4
)
.
a. Determine the position of the spring at t = 1.5 s
=
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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Area Between The Curve Problem No 1 - Applications Of Definite Integration - Diploma Maths II; Author: Ekeeda;https://www.youtube.com/watch?v=q3ZU0GnGaxA;License: Standard YouTube License, CC-BY