Civil Engineering Reference
In-Depth Information
10
3 bays, L
b
= 10 ft
φ
U
ha
U
hec1
U
hcc1
U
hec2
U
hcc2
U
hec3
8
= 30
o
S
c
/S
b
= 4
6
4
2
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
Fig. A.7
End Column Horizontal Movements (Three-Bay, L
b
= 10 ft, S
c
/S
b
= 4)
10
M
a
M
ec1
M
cc1
M
ec2
M
cc2
M
ec3
8
6
3 bays, L
b
= 10 f
t
φ
4
= 30
o
2
S
c
/S
b
= 4
0
-8
-6
-4
-2
0
2
4
6
8
End Column Moment, M, kips-ft
10
3 bays, L
b
=
1
0 ft
φ
Q
a
Q
ec1
Q
cc1
Q
ec2
Q
cc2
Q
ec3
8
= 30
o
S
c
/S
b
= 4
6
4
2
0
-1
-0.8
-0.6
-0.4
-0.2
0
0.2
End Column Shear Force, Q, kips
Fig. A.8
End Column Moment and Shear Diagrams (Three-Bay, L
b
= 10 ft, S
c
/S
b
= 4)
