A 2.6m wide wall footing subject to local shear is embedded 1.8m beneath the ground surface. The soil has a porosity of 0.38, specific gravity of 2.62, and a moisture content of 18%. Geotechnical properties include angle of internal friction = 25 degrees, cohesion = 13.8 kPa, factor of safety = 3.0The groundwater table lies 2.13m beneath the ground surface.Tables for general and local shear bearing capacity factors are provided below for your reference.What is the gross allowable bearing capacity (kPa) of the soil under the wall footing?Please answer this asap. For upvote. Thank you in advance N.N.N,N.N.N,5.701.000.002627.0914.2115.9017.8119.989.8411.6013.706.001.101.220.012729.2431.6134.2426.300.0428293036.621.351.490.0616.186.970.1037.1640.4122.4625.2819.1322.6547.341.640.140.20317.738.156.1.813244.0428.5226.8733340.272.002.2148.0952.6432.2336.5031.948.98.609.090.350.4438.0445.412.442.6957.7535363741.4454.3665.2778.6195.03109.610.5663.5370.0147.161110.162.983.293.634.024.450.690.8553.803839s0.רר121361.5570.6110.7611.411.0485.97115.31140.51141.264095.66106.8112.1181.271512.861.52414293.85108.751.822.182.591613.684.92119.67171.991718134.58151.9514.605.456.04126.50211.56261.604344147.7415.1216.56173.28204.194519206.703.07172.28325.343.644.31196.22224.554617.6918.927.448.26407.11S12.842147241.802220.279.195.09650.674849258.28298.71287.85344.63415.1410.23232421.756.007.08831.991072.8050347.5023.3625.1311.402512.728.34 N.N.N;N.N;5.700.001.001.072615.536.052.592.8810.0055.906.10272816.3017.136.547.07233.293.761.140.020.040.0550.0740.106.306.5118.0318.991.22297.668.319.039.821.301.39304.394.835.5146.7431323320.036.78.6.971.491.591.7021.1622.397.220.1280.1610.6911.6712.756.327.4734353623.727.228.350.200.247.741.8225.18108.028.321.9426.7713.979.4111122.080.303728.5130.4332.5334.8715.3210.9012.758.638.969.312.220.353816.8518.5620.50132.380.423914.7117.222.551415160.480.570.670.7640419.6710.0610.4719.7522.5026.252.7337.4522.7025.212.924240.33173.134343.5428.0610.9011.36183.360.881.031.124447.1331.3430.4036.0041.7049.3059.2571.45194546473.6151.1735.1139.48202155.7311.8512.373.884.171.3560.9114.4550.462212.924.481.554866.8073.5523242513.5114.1414.804.825.201.741.972.25495057.4181.3165.6085.755.60

The net allowable bearing capacity (qna) of the soil is the maximum net pressure that can be allowed…

Answered: A 2.6m wide wall footing subject to…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A 2.6m wide wall footing subject to local shear is embedded 1.8m beneath the ground surface. The soil has a porosity of 0.38, specific gravity of 2.62, and a moisture content of 18%.

Geotechnical properties include angle of internal friction = 25 degrees, cohesion = 13.8 kPa, factor of safety = 3.0

The groundwater table lies 2.13m beneath the ground surface.

Tables for general and local shear bearing capacity factors are provided below for your reference.

What is the gross allowable bearing capacity (kPa) of the soil under the wall footing?

Please answer this asap. For upvote. Thank you in advance

N.
N.
N,
N.
N.
N,
5.70
1.00
0.00
26
27.09
14.21
15.90
17.81
19.98
9.84
11.60
13.70
6.00
1.10
1.22
0.01
27
29.24
31.61
34.24
2
6.30
0.04
28
29
30
3
6.62
1.35
1.49
0.06
16.18
6.97
0.10
37.16
40.41
22.46
25.28
19.13
22.65
4
7.34
1.64
0.14
0.20
31
7.73
8.15
6.
1.81
32
44.04
28.52
26.87
33
34
0.27
2.00
2.21
48.09
52.64
32.23
36.50
31.94
8.
9
8.60
9.09
0.35
0.44
38.04
45.41
2.44
2.69
57.75
35
36
37
41.44
54.36
65.27
78.61
95.03
10
9.61
0.56
63.53
70.01
47.16
11
10.16
2.98
3.29
3.63
4.02
4.45
0.69
0.85
53.80
38
39
s0.רר
12
13
61.55
70.61
10.76
11.41
1.04
85.97
115.31
140.51
14
1.26
40
95.66
106.81
12.11
81.27
15
12.86
1.52
41
42
93.85
108.75
1.82
2.18
2.59
16
13.68
4.92
119.67
171.99
17
18
134.58
151.95
14.60
5.45
6.04
126.50
211.56
261.60
43
44
147.74
15.12
16.56
173.28
204.19
45
19
20
6.70
3.07
172.28
325.34
3.64
4.31
196.22
224.55
46
17.69
18.92
7.44
8.26
407.11
S12.84
21
47
241.80
22
20.27
9.19
5.09
650.67
48
49
258.28
298.71
287.85
344.63
415.14
10.23
23
24
21.75
6.00
7.08
831.99
1072.80
50
347.50
23.36
25.13
11.40
25
12.72
8.34

N.
N.
N;
N.
N;
5.70
0.00
1.00
1.07
26
15.53
6.05
2.59
2.88
1
0.005
5.90
6.10
27
28
16.30
17.13
6.54
7.07
2
3
3.29
3.76
1.14
0.02
0.04
0.055
0.074
0.10
6.30
6.51
18.03
18.99
1.22
29
7.66
8.31
9.03
9.82
1.30
1.39
30
4.39
4.83
5.51
4
6.74
31
32
33
20.03
6.
7
8.
6.97
1.49
1.59
1.70
21.16
22.39
7.22
0.128
0.16
10.69
11.67
12.75
6.32
7.47
34
35
36
23.72
7.22
8.35
0.20
0.24
7.74
1.82
25.18
10
8.02
8.32
1.94
26.77
13.97
9.41
11
12
2.08
0.30
37
28.51
30.43
32.53
34.87
15.32
10.90
12.75
8.63
8.96
9.31
2.22
0.35
38
16.85
18.56
20.50
13
2.38
0.42
39
14.71
17.22
2.55
14
15
16
0.48
0.57
0.67
0.76
40
41
9.67
10.06
10.47
19.75
22.50
26.25
2.73
37.45
22.70
25.21
2.92
42
40.33
17
3.13
43
43.54
28.06
10.90
11.36
18
3.36
0.88
1.03
1.12
44
47.13
31.34
30.40
36.00
41.70
49.30
59.25
71.45
19
45
46
47
3.61
51.17
35.11
39.48
20
21
55.73
11.85
12.37
3.88
4.17
1.35
60.91
14.45
50.46
22
12.92
4.48
1.55
48
66.80
73.55
23
24
25
13.51
14.14
14.80
4.82
5.20
1.74
1.97
2.25
49
50
57.41
81.31
65.60
85.75
5.60

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