1. For the braced frame shown below, determine the horizontal deflection at C. Assume all members are pin connected at their end points and treat the structure as a truss. A = 1 in, A = 5 in, E = 29,000 ksi, P = 10 kip and P = 5 kip. Use the table below for your calculations. The same table is also included as a Excel file. P Member AB BC BD CD A 600 N 4 ft A A n B, N -3 ft A D E Sum .P nNL/AE