Determine the displacements and reactions for the space frames shown in Figures P5-58 and P5-59. Let Ix = 100 in.4, Iy = 200 in.4, Iz = 1000 in.4, E = 30,000 ksi, G = 12,000 ksi, and A = 100 in.2 for both frames.
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F: = 40 kip F, = -5 kip mx =-100 k-ft 20 ft - 10 ft 10 ft 3. 10 ft ग 20 ft M,= -40 k-ft 20 ft 8 M. = -50 k-ft 20 ft ग 30 kip 10 ft