Civil Engineering Reference
In-Depth Information
Number of Bolts for the Vertical Member V
6
The member is zero under the applied dead and live load cases of loading.
The number of bolts can be taken as the minimum number based on the
connection drawing. The number of connecting bolts of V
6
is taken as
16 bolts (8 bolts in each side acting in single shear).
4.3.3.41 Design of Joint J
7
pretensioned bolts as follows.
Cover plate = 550 × 50
2 Web plate = 450 × 50
Lower flange plate = 400 × 50
550 mm
Cover plate = 550 × 10
2 Web plate = 450 × 10
Lower flange plate = 400 × 10
400 mm
400 mm
V
1
Joint J
7
L
1
450 mm
550 mm
550 mm
400 mm
Minimum
angle 15°
Figure 4.99 Details and drawings of the main truss joint J
7
.
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