1. For the braced frame shown below, determine the horizontal deflection at C. Assume all members...

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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. A₁ = 1 in², A₂ = 5 in², E = 29,000 ksi, P₁ = 10 kip and P₂ = 5 kip. Use the table below for your calculations. The same table is also included as a Excel file. P₁ Member AB BC BD CD A₁ 600 N 4 ft A₂ A₁ n B, N -3 ft A D E Sum .P₂ nNL/AE 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. A₁ = 1 in², A₂ = 5 in², E = 29,000 ksi, P₁ = 10 kip and P₂ = 5 kip. Use the table below for your calculations. The same table is also included as a Excel file. P₁ Member AB BC BD CD A₁ 600 N 4 ft A₂ A₁ n B, N -3 ft A D E Sum .P₂ nNL/AE