Design Examples of Steel and Steel-Concrete Composite Bridges - Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges - page 460

Cover plate = 500×36
2 Web plate = 400×24
Lower flange plate = 360×36

Cover plate = 500×36
2 Web plate = 400×24
Lower flange plate = 360×36

500 mm

500 mm

Joint J 5

U 3 U 4

400 400 mm

D 4

D 5

V 4

360 mm

360 mm

360 mm 260 mm

260 mm

260 mm

360 mm

360 mm

2 Flange plates = 260×26
Web plate = 308×26

2 Flange plates = 260×26
Web plate = 308×26

2 Flange plates = 260×10
Web plate = 340×10

500 mm

400 mm

360 mm

360 mm

260 mm

260 mm

260 mm

360 mm

360 mm

Figure 4.216 Details and drawings of the main truss joint J 5 .

connection drawing. The number of connecting bolts of V 5 is taken as 16
bolts (8 bolts in each side acting in single shear).

Number of Bolts for the Diagonal Member D 5
N D ðÞ¼

F Ed
F s , ult ¼

1935 7

103 ¼ 18

:

: 8 bolts, taken as 20 bolts (10 bolts in each side

acting in single shear)