Quiz Answers – Wood Fastners – OL 161
| 1. | The strength and stability of any structure depend heavily on the fastenings that hold its parts together. | |
| ⊗ | True | |
| False | ||
| 2. | What does LRFD stand for? | |
| ⊗ | Load and Resistance for Factor Design | |
| Lumber and Resistance for Factor Design | ||
| Load Resistance for Factor Development | ||
| None of the above | ||
| 3. | Nails are the most common mechanical fastenings used in wood construction | |
| ⊗ | True | |
| False | ||
| 4. | What does figure 7-2 illustrate about? (Refer Pg 7-1) |
|
| ⊗ | Various types of nails | |
| Steel Side Plates | ||
| Metal Plate Connectors | ||
| None of the above | ||
| 5. | The resistance of a nail shank to direct withdrawal from a piece of wood depends on the density of the wood, the diameter of the nail, and the depth of penetration. | |
| ⊗ | True | |
| False | ||
| 6. | The surface condition of nails is frequently modified during the manufacturing process to improve withdrawal resistance. | |
| ⊗ | True | |
| False | ||
| 7. | The form and magnitude of the deformations along the shank does not influence the performance of the nails in various wood species. | |
| True | ||
| ⊗ | False | |
| 8. | Fasteners with properly applied nylon coating tend to retain their initial resistance to withdrawal compared with other coatings, which exhibit a marked decrease in withdrawal resistance within the first month after driving. | |
| ⊗ | True | |
| False | ||
| 9. | In dry or green wood, a clinched nail provides 45% to 170% more withdrawal resistance than an unclinched nail when withdrawn soon after driving. | |
| ⊗ | True | |
| False | ||
| 10. | The nailing characteristics of plywood are not greatly different from those of solid wood except for plywood’s greater resistance to splitting when nails are driven near an edge. | |
| ⊗ | True | |
| False | ||
| 11. | The resistance of nails to withdrawal is generally lowest when they are driven perpendicular to the grain of the wood. | |
| True | ||
| ⊗ | False | |
| 12. | As a general rule, nails should be driven no closer to the edge of the side member than one-half its thickness and no closer to the end than the thickness of the piece. | |
| ⊗ | True | |
| False | ||
| 13. | The load in lateral resistance varies approximately as the 3/2 power of the diameter when other factors, such as quality of metal, type of shank, and depth of penetration, are similar to nails. | |
| ⊗ | True | |
| False | ||
| 14. | What does figure 7-5 illustrate about? (Refer Pg 7-9) |
|
| ⊗ | Common types of wood screws | |
| Steel Side Plates | ||
| Metal Plate Connectors | ||
| None of the above | ||
| 15. | Deformed-shank nails carry somewhat lower minimum lateral loads than do the same pennyweight common wire nails, but both perform different at small distortions in the joint. | |
| True | ||
| ⊗ | False | |
| 16. | The resistance of wood screw shanks to withdrawal from the side grain of seasoned wood varies directly with the square of the specific gravity of the wood. | |
| ⊗ | True | |
| False | ||
| 17. | The proportional limit loads obtained in tests of lateral resistance for wood screws in the side grain of seasoned wood are given by the empirical equation p = KD2 What does D mean in the above formula? |
|
| ⊗ | Diameter of the screw shank | |
| Design formula | ||
| Design value of the screw | ||
| None of the above | ||
| 18. | Lag screws are commonly used because of their convenience, particularly where it would be difficult to fasten a bolt or where a nut on the surface would be objectionable. | |
| ⊗ | True | |
| False | ||
| 19. | What does figure 7-10 illustrate about? (Refer Pg 7-12) |
|
| ⊗ | Multiplication factors for loads computed from Equation | |
| A, Clean-cut, deep penetration of thread | ||
| Scholten nomograph | ||
| None of the above | ||
| 20. | The bearing stress under a bolt is computed by dividing the load on a bolt by the product LD, where L is the length of a bolt in the main member and D is the bolt diameter. | |
| ⊗ | True | |
| False | ||
| 21. | Both the properties of the wood and the quality of the bolt are factors in determining the strength of a bolted joint. | |
| ⊗ | True | |
| False | ||
1 -T
2 – 1 Load and Resistance for Factor Design
3 – T
4 – 1 Various types of nails
5 – T
6 – T
7 – F
8 – T
9 – T
10 – T
11 – F
12 – T
13 – T
14 – 1 Common types of wood screws
15 – F
16 – T
17 – 1 Diameter of the screw shank
18 – T
19 – 1 Multiplication factors for loads computed from Equation
20 – T
21 – T
100% correct – 06 Feb 2022
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