We have the following information:
- Length of the steel rod, \( L = 10 \, \text{ft} = 120 \, \text{in} \) (since \( 1 \, \text{ft} = 12 \, \text{in} \))
- Shearing stress limit, \( \tau_{\text{max}} = 15 \, \text{ksi} = 15,000 \, \text{psi} \)
- Modulus
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