Civil Engineering Reference
In-Depth Information
These values are shown in Figure 8.12.
V
u
V
c
V
s
V
s
V
u
V
c
73,800
32,010
41,790 lb
V
s
41,790
0.75
55,720 lb
c
b
w
d
Maximum spacing of stirrups
d
/2
11.25
, since
V
s
is
4
f
85,382 lb. Maximum
theoretical spacing at left end:
s
A
v
f
y
d
V
s
(2)(0.11)(60,000)(22.5)
(55,720)
5.33 in.
Figure 8.12
