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Find all free joint displacements and rotations. Find all reactions. Find all member end forces in local coordinates. Please use member numbering and orientations as

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Find all free joint displacements and rotations. Find all reactions. Find all member end forces in local coordinates. Please use member numbering and orientations as depicted in the figure below. Material and cross-sectional properties are constant: E = 29.000 ksi G = 11, 500 ksi A = 47.7 2 in^2. I_g = 5, 170 4 in^4. I_y = 443 in^4. f = 18.5 in^4

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