Question: 1. Determine the reactions and all bar forces for the truss in Figure. E = 29,000 ksi and members AB, BC, AD, and DC have A = 3 in.2, and members BD, DE, and CE have A = 1 in.2 for all bars.
2. Consider the truss in Figure without the applied loads. Determine the reactions and all bar forces for the truss if supports A and C settle by 0.25 in.
