Civil Engineering Reference
In-Depth Information
10
6 bays
8
L
b
= 10 ft
φ
U
ha
U
hec1
U
hcc1
U
hec2
U
hcc2
U
hec3
= 30
o
6
S
c
/S
b
= 4
4
2
0
-0.02
-0.01
0
0.01
0.02
0.03
0.04
Horizontal Retaining Wall Movement, U
h
, ft
10
6 bays
8
L
b
= 10 ft
φ
M
a
M
ec1
M
cc1
M
ec2
M
cc2
M
ec3
= 30
o
6
S
c
/S
b
= 4
4
2
0
-10
-5
0
5
10
Retaining Wall Moment, M, kips-ft
10
6 bays
8
L
b
= 10 ft
φ
= 30
o
Q
a
Q
ec1
Q
cc1
Q
ec2
Q
cc2
Q
ec3
6
S
c
/S
b
= 4
4
2
0
-3
-2
-1
0
1
2
3
4
5
Retaining Wall Shear Force, Q, kips
Fig. A.22
Analysis Results for Retaining Wall (Six-Bay, L
b
= 10 ft, S
c
/S
b
= 4)
