Design Examples of Steel and Steel-Concrete Composite Bridges - Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges - page 461

4.6.3.32 Design of Joint J 6
Joint J 7 (see Figure 4.217 ) can be designed using the same M27 high-strength
pretensioned bolts as follows.

Number of Bolts for the Vertical Member V 1
N V ðÞ¼

F Ed 4433 9

206 ¼ 21

:

F s , ult ¼

:

5 bolts, taken as 24 bolts (12 bolts in each side

acting in double shear)

Joint J 6

2 Flange plates = 260×40
Web plate = 280×30

260 mm

Cover plate = 500×10
2 Web plate = 400×10
Lower flange plate = 360×10

360 mm

360 mm

V 1

L 1

400 mm

2 Flange plates = 260×40
Web plate = 280×30 500 mm

260 mm

360 mm

Minimum
angle 15°