3.14. The rigid beam in Fig. P3.14 was level before the load was applied. Find the stress in each vertical member. (Hint: The boundary condition is of the multipoint constraint type.) Steel Aluminum 1x1 in. E = 10 x 106 psi (2) 1x1 in. E = 30 x 10° psi (1) 36 in. -15 in.- -12 in.- -9 in- Rigid and weightless 15 000 lb FIGLURE Da

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