Design Examples of Steel and Steel-Concrete Composite Bridges - Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges - page 326

550 mm

Joint J 1

U 1

450 mm

D 1

Cover plate = 550 × 12
2 Web plate = 450 × 12
Lower flange plate = 400 × 12

V 1

400 mm

400 mm

350 mm

550 mm

2 Flange plate = 350 × 32
Web plate = 336 × 24

Cover plate = 550 × 50
2 Web plate = 450 × 50
Lower flange plate = 400 × 50

550 mm

450 mm

R = 200 mm

400 mm

10 mm thick
splice plate

Minimum
angle 15°

550 mm

Figure 4.93 Details and drawings of the main truss joint J 1 .

Number of Bolts for the Diagonal Member D 2
N D ðÞ¼

3
206 ¼ 26 bolts, taken as 32 bolts (16 bolts in each side
acting in double shear)

F Ed 5372 :

F s , ult ¼