Civil Engineering Reference
In-Depth Information
10
6 bays, L
b
=
10 ft
φ
8
= 30
o
M
a
M
ec1
M
cc1
M
ec2
M
cc2
M
ec3
S
c
/S
b
= 1
6
4
2
0
-2
-1
0
1
2
3
4
5
End
C
olu
m
n
M
o
m
ent,
M,
kips-ft
10
6 bays, L
b
= 10 ft
φ
= 30
o
Q
a
Q
ec1
Q
cc1
Q
ec2
Q
cc2
Q
ec3
8
S
c
/S
b
=
1
6
4
2
0
-0.5
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
End Column Shear Force, Q, kips
Fig. A.20
End column horizontal Movements (Six-Bay, L
b
= 10 ft, S
c
/S
b
= 1)
10
6 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
= 1
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.21
End Column Moment and Shear Diagrams (Six-Bay, L
b
= 10 ft, S
c
/S
b
= 1)
