Expand the triple product for a = ω × ( ω × r ) given in the discussion of Figure 3.8. If r is perpendicular to ω (Problem 16), show thata = − ω 2 r , and so find the elementary result that the acceleration is toward the center of the circle and of magnitude v 2 / r .
Expand the triple product for a = ω × ( ω × r ) given in the discussion of Figure 3.8. If r is perpendicular to ω (Problem 16), show thata = − ω 2 r , and so find the elementary result that the acceleration is toward the center of the circle and of magnitude v 2 / r .
Expand the triple product for
a
=
ω
×
(
ω
×
r
)
given in the discussion of Figure 3.8. If
r
is perpendicular to
ω
(Problem 16), show thata
=
−
ω
2
r
,
and so find the elementary result that the acceleration is toward the center of the circle and of magnitude
v
2
/
r
.
=
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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