The joint shown in Figure 2 is made from steel Grade 350 (AS/NZS 3678). Four bolts are used. The diameters of all holes are 5 mm. Note that the middle hole on both Plates A is just a hole with no bolt. The design shear capacity (ϕVf) of the bolts in single shear is 10 kN. Dimensions given below are in mm.
The joint shown in Figure 2 is made from steel Grade 350 (AS/NZS 3678). Four bolts are used. The diameters of all holes are 5 mm. Note that the middle hole on both Plates A is just a hole with no bolt. The design shear capacity (ϕVf) of the bolts in single shear is 10 kN. Dimensions given below are in mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The joint shown in Figure 2 is made from steel Grade 350 (AS/NZS 3678). Four bolts are used. The diameters of all holes are 5 mm. Note that the middle hole on both Plates A is just a hole with no bolt. The design shear capacity (ϕVf) of the bolts in single shear is 10 kN. Dimensions given below are in mm.
![N*
N*
D
N pl
PlateB that plate B can support.
Joint
d
that the joint can support.
20
d
t
h
12
D
30
h
h
3
Plate A
Figure 2
Determine the maximum tension design force:
N*.
2 Plates that the double plate A can support. [Hint: Refer to Clause 9.1.10.2]
5
Plate B
N*](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F288b8c93-b9a5-490f-9bfc-3c377a0b56e8%2F98353188-e010-4154-8d01-331b9ed12228%2Fyi07fyk_processed.png&w=3840&q=75)
Transcribed Image Text:N*
N*
D
N pl
PlateB that plate B can support.
Joint
d
that the joint can support.
20
d
t
h
12
D
30
h
h
3
Plate A
Figure 2
Determine the maximum tension design force:
N*.
2 Plates that the double plate A can support. [Hint: Refer to Clause 9.1.10.2]
5
Plate B
N*
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