Civil Engineering Reference
In-Depth Information
10
6 bays
σ
'
a
σ
'
ec1
σ
'
cc1
σ
'
ec2
σ
'cc2
σ
8
L
b
= 10 ft
φ
=
3
0
o
6
S
c
/S
b
= 4
4
'
ec3
2
0
0
0.2
0.4
0.6
0.8
1
1.2
'
h
, kips/ft
2
σ
Fig. A.23
Retaining Wall Earth Pressure (Six-Bay, L
b
= 10 ft, S
c
/S
b
= 4)
10
8
U
ha
U
hec1
U
hcc1
U
hec2
U
hcc2
U
hec3
6
6 bays, L
b
= 10 ft
φ
4
= 30
o
2
S
c
/S
b
= 4
0
-0.03
-0.02
-0.01
0
0.01
0.02
0.03
0.04
0.05
Horizontal End Column Movement, U
h
, ft
10
8
M
a
M
ec1
M
cc1
M
ec2
M
cc2
M
ec3
6
6 bays, L
b
= 10 f
t
φ
= 30
o
4
2
S
c
/S
b
= 4
0
-10
-5
0
5
10
15
End Column Moment, M, kips-ft
Fig. A.24
End Column Analysis Results (Six-Bay, L
b
= 10 ft, S
c
/S
b
= 4)
