Civil Engineering Reference
In-Depth Information
6000
U
1
U
2
U
3
U
4
U
5
S
S
7500
V
1
V
2
V
3
V
4
V
5
V
6
L
1
L
2
L
3
L
4
L
5
S
1
S
1
10 × 6000 = 60,000
Elevation
6000
6000
10 × 6000 = 60,000
Upper wind bracing
2000
6000
6000
2000
10 × 6000 = 60,000
Lower wind bracing
Figure 4.37 General layout of a through truss highway steel bridge (the second design
example).
Road finishing
2m
R.C. haunched
slab deck
An intermediate
stringer
Figure 4.38 General layout of a an intermediate stringer.
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