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The tension and shear force (both in kN) in each bolt of the joint, as shown below, respectively are
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- 30.33 and 20.00
- 30.33 and 25.00
- 33.33 and 20.00
- 33.33 and 25.00
Correct Option: D
Horizontal component = Pu cos θ
Tension in each bolt,
6 |
= | = 33.3 kN | 5 × 6 |
Shear in each bolt = Vertical component
= | = 25 kN | 5 × 6 |