Civil Engineering Reference
In-Depth Information
Equivalent uniform load for Cooper's E80 wheel
load (1/2 of axle load) for shear
15,000
14,000
13,000
12,000
11,000
10,000
9000
8000
7000
6000
5000
End shear
1/4 point shear
Center shear
0
10
20
30
40
50
60 70 80
Span length (ft)
90 100 110 120 130 140 150
FIGURE 5.19
Equivalent uniform load for shear force for a Cooper's E80 series of
concentrated moving wheel loads applied directly to the superstructure.
P
T
P
L
P
BC
c
B
C
A
s
p
x
T
L
/2
L
/2
w
e
d
a
V
BCe
FIGURE 5.20
Equivalent uniform load for shear force for concentrated moving loads applied
at transverse members to the superstructure.
