N. N, N. N. Ni, 5.70 1.00 0.00 26 15.53 6.05 2.59 1.07 0.005 16.30 2.88 5.90 6.10 27 28 6.54 1.14 0.02 17.13 7.07 3.29 3 6.30 1.22 0.04 29 18.03 7.66 3.76 6.51 1.30 1.39 0.055 30 8.31 4.39 4.83 5.51 4 18.99 20.03 5 6.74 0.074 31 9.03 6.97 0.10 1.49 1.59 1.70 32 21.16 9.82 7 7.22 0.128 33 22.39 6.32 7.22 10.69 0.16 0.20 0.24 7.47 34 23.72 11.67 12.75 9 7.74 1.82 35 25.18 8.35 10 8.02 1.94 36 26.77 28.51 13.97 9.41 11 8.32 2.08 0.30 37 15.32 10.90 12 8.63 2.22 0.35 38 30.43 16.85 12.75 13 8.96 0.42 39 2.38 2.55 32.53 18.56 14.71 14 9.31 0.48 40 34.87 20.50 22.70 17.22 9.67 10.06 10.47 15 2.73 2.92 3.13 0.57 41 37.45 19.75 16 0.67 42 40.33 25.21 28.06 22.50 17 0.76 43 43.54 47.13 51.17 55.73 26.25 10.90 11.36 11.85 18 3.36 0.88 44 31.34 30.40 19 1.03 45 35.11 39.48 14.45 3.61 36.00 41.70 49.30 20 3.88 46 1.12 1.35 1.55 1.74 1.97 2.25 21 12.37 4.17 47 60.91 22 12.92 4.48 48 66.80 50.46 59.25 23 13.51 4.82 49 73.55 57.41 71.45 14.14 50 24 25 5.20 81.31 65.60 85.75 14.80 5.60
N. N, N. N. Ni, 5.70 1.00 0.00 26 15.53 6.05 2.59 1.07 0.005 16.30 2.88 5.90 6.10 27 28 6.54 1.14 0.02 17.13 7.07 3.29 3 6.30 1.22 0.04 29 18.03 7.66 3.76 6.51 1.30 1.39 0.055 30 8.31 4.39 4.83 5.51 4 18.99 20.03 5 6.74 0.074 31 9.03 6.97 0.10 1.49 1.59 1.70 32 21.16 9.82 7 7.22 0.128 33 22.39 6.32 7.22 10.69 0.16 0.20 0.24 7.47 34 23.72 11.67 12.75 9 7.74 1.82 35 25.18 8.35 10 8.02 1.94 36 26.77 28.51 13.97 9.41 11 8.32 2.08 0.30 37 15.32 10.90 12 8.63 2.22 0.35 38 30.43 16.85 12.75 13 8.96 0.42 39 2.38 2.55 32.53 18.56 14.71 14 9.31 0.48 40 34.87 20.50 22.70 17.22 9.67 10.06 10.47 15 2.73 2.92 3.13 0.57 41 37.45 19.75 16 0.67 42 40.33 25.21 28.06 22.50 17 0.76 43 43.54 47.13 51.17 55.73 26.25 10.90 11.36 11.85 18 3.36 0.88 44 31.34 30.40 19 1.03 45 35.11 39.48 14.45 3.61 36.00 41.70 49.30 20 3.88 46 1.12 1.35 1.55 1.74 1.97 2.25 21 12.37 4.17 47 60.91 22 12.92 4.48 48 66.80 50.46 59.25 23 13.51 4.82 49 73.55 57.41 71.45 14.14 50 24 25 5.20 81.31 65.60 85.75 14.80 5.60
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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Answer asap for upvote.
A 1.4 m wide footing is embedded 2.35m beneath the ground surface. The investigation indicated a unit weight equal to 18.23 kN/m3.
The cohesion is 15.7 kPa. The saturated unit weight of the soil is 19.10 kN/m3
Determine the net allowable load (kN) that can be carried by the footing if the groundwater table is 0.54m below the footing. Assume footing is a circle
Terzaghi's Bearing Capacity
A soil report for an undisclosed location summarizes the parameters for the ground strata below:
Angle of internal friction, Φ = 34 degrees
Factor of safety on bearing capacity = 3
Transcribed Image Text:N.
Na
N,
N'.
N;,
15.53
16.30
17.13
5.70
0.00
26
1.00
1.07
6.05
2.59
1
5.90
0.005
27
28
6.54
7.07
2.88
6.10
0.02
1.14
1.22
1.30
3.29
6.30
6.51
3
0.04
29
18.03
7.66
3.76
4
0.055
30
18.99
20.03
8.31
4.39
5
6.74
1.39
0.074
31
9.03
4.83
6.
6.97
0.10
32
1.49
1.59
1.70
21.16
22.39
23.72
9.82
5.51
0.128
0.16
0.20
0.24
7.22
33
10.69
6.32
8
7.47
34
11.67
7.22
7.74
1.82
35
25.18
12.75
8.35
8.02
8.32
10
1.94
36
26.77
13.97
9.41
2.08
2.22
2.38
2.55
2.73
2.92
3.13
11
0.30
37
28.51
15.32
16.85
10.90
12
8.63
0.35
38
30.43
12.75
13
8.96
0.42
39
32.53
18.56
14.71
14
9.31
0.48
40
34.87
20.50
17.22
15
9.67
0.57
41
37.45
22.70
19.75
16
10.06
0.67
42
40.33
25.21
28.06
22.50
17
10.47
0.76
43
43.54
26.25
18
10.90
3.36
0.88
44
47.13
31.34
30.40
1.03
19
20
21
11.36
3.61
45
51.17
35.11
39.48
36.00
41.70
11.85
12.37
46
17
3.88
55.73
1.12
1.35
4.17
14.45
49.30
59.25
71.45
60.91
22
12.92
4.48
1.55
48
66.80
50.46
23
1.74
1.97
2.25
13.51
49
4.82
5.20
73.55
57.41
24
14.14
50
81.31
65.60
85.75
25
14.80
5.60
Transcribed Image Text:N.
N.
N,
N.
N.
N,
5.70
0.00
26
1.00
1.10
27.09
14.21
9.84
6.00
6.30
1
0.01
27
29.24
15.90
11.60
2
1.22
0.04
28
31.61
17.81
13.70
3
6.62
1.35
0.06
29
34.24
19.98
16.18
4
6.97
1.49
0.10
30
37.16
40.41
22.46
19.13
5
7.34
7.73
8.15
1.64
0.14
31
25.28
22.65
44.04
48.09
1.81
0.20
32
28.52
26.87
7
2.00
0.27
33
32.23
31.94
8
8.60
2.21
34
52.64
36.50
0.35
0.44
57.75
63.53
70.01
38.04
45.41
54.36
65.27
9.09
2.44
35
41.44
47.16
0.56
0.69
10
9.61
2.69
36
11
10.16
37
53.80
2.98
3.29
12
10.76
0.85
38
77.50
61.55
78.61
11.41
3.63
1.04
1.26
39
85.97
95.66
13
70.61
95.03
14
12.11
4.02
40
81.27
115.31
93.85
108.75
126.50
15
12.86
4.45
1.52
41
106.81
140.51
16
13.68
4.92
1.82
42
119.67
171.99
17
18
14.60
5.45
2.18
43
134.58
211.56
44
15.12
16.56
17.69
6.04
2.59
151.95
147.74
261.60
19
6.70
3.07
45
172.28
173.28
325.34
20
7.44
3.64
46
196.22
204.19
241.80
287.85
407.11
21
18.92
8.26
4.31
47
224.55
512.84
22
20.27
9.19
5.09
48
258.28
650.67
23
21.75
298.71
10.23
11.40
6.00
49
344.63
831.99
7.08
8.34
24
50
23.36
25.13
347.50
415.14
1072.80
25
12.72
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