page4
Grit Wall
4
Name : Geometry
Stage : 1; Analysis : 1
1
10.41
10.41
2
10.41
10.41
3
10.41
10.41
4
10.41
10.41
5
10.41
10.41
6
10.41
10.41
7
10.41
10.41
8
10.41
10.41
9
10.41
10.41
10
10.41
10.41
11
10.41
10.41
12
10.41
10.41
13
10.41
10.41
14
10.41
10.41
+x
+z
213.26
+x
+z
24.77
+x
+z
68.80
+x
+z
3.12
Bearing capacity of foundation soil
Forces acting at the centre of the footing bottom
Number
Moment
[kNm/m]
Norm. force
[kN/m]
Shear Force
[kN/m]
Eccentricity
[m]
Stress
[kPa]
1
-537.30
163.29
-86.19
0.00
81.64
Bearing capacity of foundation soil check
Eccentricity verification
Max. eccentricity of normal
force
Maximum allowable eccentricity
e
e
alw
=
=
0.0
660.0
mm
mm
Eccentricity of the normal force is SATISFACTORY
Footing bottom bearing capacity verification
Max. stress at footing bottom
Bearing capacity of foundation soil
s
R
d
=
=
81.64
180.00
kPa
kPa
Safety factor = 2.20 > 1.00
Bearing capacity of foundation soil is SATISFACTORY
Overall verification - bearing capacity of found. soil is SATISFACTORY