14-10. Determine the stiffness matrix K for the truss. AE is constant. 14-11. Determine the vertical displacement of joi
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14-10. Determine the stiffness matrix K for the truss. AE is constant. 14-11. Determine the vertical displacement of joi
14-10. Determine the stiffness matrix K for the truss. AE is constant. 14-11. Determine the vertical displacement of joint and the support reactions. AE is constant. -3 m 16 4 m 45° Probs. 14-10/11 TAKE ORIGIN TO BE AT JOINT 1 3 kN
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