The problem describes a cantilever beam with the following properties:
- Load, $$P = 150 \text{ lb}$$
- Length of the beam (distance from fixed end to load), $$L = 6 \text{ in}$$
- Thickness of the beam, $$h = 1/2 \text{ in} = 0.5 \text{ in}$$
- Yield strength of
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