Civil Engineering Reference
In-Depth Information
Fig. 8.4
Horizontal End Column Displacement (Single Bay, L
b
= 10 ft, S
c
/S
b
= 1)
10
1 bay, 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 Column Moment, M, kips-ft
10
1 bay, L
b
= 10 ft
φ
Q
a
Q
ec1
Q
cc1
Q
ec2
Q
cc2
Q
ec3
8
= 30
o
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. 8.5
End Column Bending Moment and Shear Force (Single Bay, L
b
= 10 ft, S
c
/S
b
= 1)
