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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.

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.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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*
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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