Determine the reactions in the rigid frame in Figure P9.47. In addition to the applied load, the temperature of beam BC increases by 60°F. Given: IBC = 3600 in.4, IAB = Icd = 1440 in.4, α = 6.5 × 10−6 (in./in.)/°F, and E = 30,000 kips/in.2.
Figure P9.47:
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