CALCULUS+ITS APPLICATIONS
12th Edition
ISBN: 9780135164884
Author: BITTINGER
Publisher: PEARSON
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Chapter E, Problem 2E
To determine
To Calculate:
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rmine the immediate settlement for points A and B shown in
figure below knowing that Aq,-200kN/m², E-20000kN/m², u=0.5, Depth
of foundation (DF-0), thickness of layer below footing (H)=20m.
4m
B
2m
2m
A
2m
+
2m
4m
sy = f(x)
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X
3
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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
Chapter E Solutions
CALCULUS+ITS APPLICATIONS
Ch. E - Prob. 1ECh. E - Prob. 2ECh. E - Prob. 3ECh. E - Prob. 4ECh. E - Prob. 5ECh. E - Prob. 6ECh. E - Prob. 7ECh. E - Prob. 8ECh. E - Prob. 9ECh. E - Prob. 10E
Ch. E - Solve each integral using Table 1. 11. In3xdx,x0Ch. E - Solve each integral using Table 1. 12. In45xdx,x0Ch. E - Solve each integral using Table 1. 13. x4Inxdx,x0Ch. E - Prob. 14ECh. E - Prob. 15ECh. E - Prob. 16ECh. E - Prob. 17ECh. E - Prob. 18ECh. E - Prob. 19ECh. E - Prob. 20ECh. E - Prob. 21ECh. E - Solve each integral using Table 1. 22. 9t21dtCh. E - Solve each integral using Table 1. 23. 4m2+16dmCh. E - Solve each integral using Table 1. 24. 3inxx2dxCh. E - Prob. 25ECh. E - Prob. 26ECh. E - Prob. 27ECh. E - Prob. 28ECh. E - Prob. 29ECh. E - Prob. 30ECh. E - Prob. 31ECh. E - Prob. 32ECh. E - Evaluate using Table 1 33. 83x22xdxCh. E - Evaluate using Table 1 34. xdx4x212x+9Ch. E - Evaluate using Table 1 35. dxx34x2+4xCh. E - Prob. 36ECh. E - Prob. 37ECh. E - Prob. 38ECh. E - Prob. 39ECh. E - Prob. 40ECh. E - Prob. 41E
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