For the following Problem:
1. For steel members unless otherwise noted, use a modulus of elasticity of 30,000,000 psi (207 × 103 MPa). For other materials, refer to the appropriate appendix table.
2. Unless otherwise noted, the given loads are superimposed loads; neglect the beam weight; neglect shear and moment considerations.
3. Unless otherwise noted, use any appropriate method to calculate deflection.
A Douglas fir beam is 6 in. wide and 14 in. deep. Compute the radius of curvature of the beam if it is subjected to a constant bending moment of 200,000 lb-in.
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