1.Standard residential wall height using precut studs:
- A.7'
- B.8' (92-5/8" studs + plates)✓
- C.9'
- D.10'
Why: 92-5/8" studs + 1.5" bottom plate + 3" double top plate ≈ 8 ft ceiling height.
2.A double top plate:
- A.Adds weight only
- B.Ties walls together and distributes loads across studs✓
- C.Only for appearance
- D.Saves lumber
Why: Double plates overlap at corners/intersections (min 4' splice offset), distributing loads and tying frame together.
3.Unit rafter length for 6/12 pitch:
Why: √(6²+12²) = √180 = 13.42" per foot of run. Multiply by total run for rafter length.
4.Collar ties prevent:
- A.Roof leaks
- B.Rafters from pushing walls outward✓
- C.Snow buildup
- D.Attic access issues
Why: Collar ties/rafter ties act as tension members tying opposing rafters, resisting outward thrust.
5.Blocking between joists prevents:
- A.Sound only
- B.Joist rotation, distributes loads, provides fire stopping✓
- C.Nothing
- D.Only aesthetic issues
Why: Prevents lateral buckling, transfers loads between joists, and provides fire stopping at partitions.
6.A load-bearing wall typically runs:
- A.Parallel to joists
- B.Perpendicular to floor joists/rafters above✓
- C.Only as interior partition
- D.Only on upper floors
Why: Load-bearing walls carry loads from above. Usually perpendicular to joists, stacked floor to floor.
7.A ridge board is primarily:
- A.A structural beam
- B.A nailing surface maintaining rafter alignment (non-structural in conventional framing)✓
- C.The strongest member
- D.Only decorative
Why: Ridge boards are NOT structural beams. They provide alignment and nailing. Ceiling joists resist outward thrust.
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