Lecture 6.pdf 139 (159 of 815) 012345678 Principles-of-Found.... N₂ 5.70 6.00 6.30 6.62 6.97 7.34 7.73 8.15 8.60 Table 3.1 erzaghi's Bearing Capacity Factors Eqs. (3,4), (3.5), and (3.6) a From Kumbhojkar (1993) N₂ 1.00 1.10 1.22 1.35 1.49 1.64 1.81 2.00 2.21 N," 0.00 0.01 0.04 0.06 0.10 0.14 100% 0.20 0.27 0.35 3.3 Terzaghi's Bearing Capacity Theory 139 $ 26 27 28 29 30 31 32 33 34 N₂ 27.09 29.24 31.61 34.24 37.16 40.41 44.04 48.09 52.64 N₂ 14.21 15.90 17.81 19.98 EXTE 22.46 25.28 28.52 32.23 36.50 N₂ 9.84 11.60 13.70 16.18 19.13 22.65 26.87 31.94 38.04
Lecture 6.pdf 139 (159 of 815) 012345678 Principles-of-Found.... N₂ 5.70 6.00 6.30 6.62 6.97 7.34 7.73 8.15 8.60 Table 3.1 erzaghi's Bearing Capacity Factors Eqs. (3,4), (3.5), and (3.6) a From Kumbhojkar (1993) N₂ 1.00 1.10 1.22 1.35 1.49 1.64 1.81 2.00 2.21 N," 0.00 0.01 0.04 0.06 0.10 0.14 100% 0.20 0.27 0.35 3.3 Terzaghi's Bearing Capacity Theory 139 $ 26 27 28 29 30 31 32 33 34 N₂ 27.09 29.24 31.61 34.24 37.16 40.41 44.04 48.09 52.64 N₂ 14.21 15.90 17.81 19.98 EXTE 22.46 25.28 28.52 32.23 36.50 N₂ 9.84 11.60 13.70 16.18 19.13 22.65 26.87 31.94 38.04
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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![inciples-of-Foundation-Engineering-7th-Edition-SI-Units-ED.pdf - Adobe Acrobat Reader DC
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Lecture 5.pdf
Lecture 6.pdf
Principles-of-Found... x
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139 (159 of 815)
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3.3 Terzaghi's Bearing Capacity Theory
139
E Export PDF
Table 3.1Aerzaghi's Bearing Capacity Factors Eqs. (3.4), (3.5), and (3.6) a From
Kumbhojkar (1993)
Adobe Export PDF
N.
Na
N,
N.
N.
N,
5.70
1.00
0.00
26
27.09
14.21
9.84
Convert PDF Files to Word
or Excel Online
11.60
13.70
1
6.00
1.10
0.01
27
29.24
15.90
17.81
19.98
22.46
2
6.30
1.22
1.35
28
29
0.04
31.61
3
6.62
0.06
34.24
16.18
Select PDF File
4
6.97
1.49
0.10
30
37.16
19.13
Principles-o.-Units-ED.pdtx
31
32
33
5
7.34
1.64
0.14
40.41
25.28
22.65
7.73
8.15
0,20
0.27
28.52
32.23
26.87
31.94
6
1.81
44.04
7
2.00
48.09
Convert to
8.60
9.09
8
2.21
0.35
34
52.64
36.50
38.04
45.41
54.36
2.44
0.44
35
57.75
41.44
Microsoft Word (*.docx)
10
9.61
2.69
0.56
36
63.53
47.16
11
12
10.16
10.76
2.98
0.69
0.85
37
70.01
53.80
61.55
70.61
65.27
Document Language:
10.76
3.29
38
77.50
78.61
English (U.S.) Change
13
11.41
3.63
1.04
39
85.97
95.03
12.11
12.86
14
4.02
1.26
40
95.66
81.27
115.31
41
42
93.85
108.75
140.51
171.99
211.56
15
4.45
1.52
4.92
5.45
6.04
106.81
119.67
134.58
1.82
2.18
16
13.68
43
44
126,50
147.74
17
14.60
Convert
15.12
16.56
17.69
2.59
3.07
3.64
18
151.95
261.60
172.28
196.22
19
6.70
45
173,28
325.34
407.11
512.84
20
7.44
46
204.19
8.26
9.19
224.55
258.28
21
18.92
4.31
47
241.80
Create PDF
20.27
21.75
23.36
22
5.09
48
287.85
650.67
6.00
7,08
8.34
23
10.23
49
298.71
344.63
831.99
24
11.40
50
347.50
415.14
1072.80
Convert and edit PDFS
25
25.13
12.72
with Acrobat Pro DC
*From Kumbhojkar (1993)
Start Free Trial](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbd558524-640a-4612-974c-22db3f99ffd1%2F9d268b9e-086d-4224-9a28-e8ba05424667%2Fp8lacjb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:inciples-of-Foundation-Engineering-7th-Edition-SI-Units-ED.pdf - Adobe Acrobat Reader DC
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Lecture 5.pdf
Lecture 6.pdf
Principles-of-Found... x
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139 (159 of 815)
100%
3.3 Terzaghi's Bearing Capacity Theory
139
E Export PDF
Table 3.1Aerzaghi's Bearing Capacity Factors Eqs. (3.4), (3.5), and (3.6) a From
Kumbhojkar (1993)
Adobe Export PDF
N.
Na
N,
N.
N.
N,
5.70
1.00
0.00
26
27.09
14.21
9.84
Convert PDF Files to Word
or Excel Online
11.60
13.70
1
6.00
1.10
0.01
27
29.24
15.90
17.81
19.98
22.46
2
6.30
1.22
1.35
28
29
0.04
31.61
3
6.62
0.06
34.24
16.18
Select PDF File
4
6.97
1.49
0.10
30
37.16
19.13
Principles-o.-Units-ED.pdtx
31
32
33
5
7.34
1.64
0.14
40.41
25.28
22.65
7.73
8.15
0,20
0.27
28.52
32.23
26.87
31.94
6
1.81
44.04
7
2.00
48.09
Convert to
8.60
9.09
8
2.21
0.35
34
52.64
36.50
38.04
45.41
54.36
2.44
0.44
35
57.75
41.44
Microsoft Word (*.docx)
10
9.61
2.69
0.56
36
63.53
47.16
11
12
10.16
10.76
2.98
0.69
0.85
37
70.01
53.80
61.55
70.61
65.27
Document Language:
10.76
3.29
38
77.50
78.61
English (U.S.) Change
13
11.41
3.63
1.04
39
85.97
95.03
12.11
12.86
14
4.02
1.26
40
95.66
81.27
115.31
41
42
93.85
108.75
140.51
171.99
211.56
15
4.45
1.52
4.92
5.45
6.04
106.81
119.67
134.58
1.82
2.18
16
13.68
43
44
126,50
147.74
17
14.60
Convert
15.12
16.56
17.69
2.59
3.07
3.64
18
151.95
261.60
172.28
196.22
19
6.70
45
173,28
325.34
407.11
512.84
20
7.44
46
204.19
8.26
9.19
224.55
258.28
21
18.92
4.31
47
241.80
Create PDF
20.27
21.75
23.36
22
5.09
48
287.85
650.67
6.00
7,08
8.34
23
10.23
49
298.71
344.63
831.99
24
11.40
50
347.50
415.14
1072.80
Convert and edit PDFS
25
25.13
12.72
with Acrobat Pro DC
*From Kumbhojkar (1993)
Start Free Trial
![Refer to the following figure, Find the dimension of the rectangular footing
required to support 680 KN/m using Terzaghi equation? Assume general shear
failure will occur, L=1.35 B, and F.S=4.0
680 KN/m
//////
Ya =14.7kN/m?
1.8 m
BxL
0 = 26°
C = 15 kN/m?
Ya= 18 kN/m?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbd558524-640a-4612-974c-22db3f99ffd1%2F9d268b9e-086d-4224-9a28-e8ba05424667%2F3qke3w_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Refer to the following figure, Find the dimension of the rectangular footing
required to support 680 KN/m using Terzaghi equation? Assume general shear
failure will occur, L=1.35 B, and F.S=4.0
680 KN/m
//////
Ya =14.7kN/m?
1.8 m
BxL
0 = 26°
C = 15 kN/m?
Ya= 18 kN/m?
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