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**Unformatted text preview: **+ (0.5 + t u 2 ) 2 − L 2 (4) 0.5 + t u From the geometry, tan t = 2 , t u t 2 = −Δ , R = − P (5) 5 − u 2 1 Eq. (1) and (2) are the force equilibrium equations. We use them by assuming a Δ , t t solving from equation (1) for u 1 , then substituting u 1 and Δ into the equation (2) to obtain the corresponding P. We can also solve them in different way. We first assume t t ө and then calculate u 1 and Δ . P ×10 4 Vs. Δ EA 3± P ×10 4 Vs. Δ Using ADINA EA Displacement u 1 Vs. Δ 4± MIT OpenCourseWare 2.092 / 2.093 Finite Element Analysis of Solids and Fluids I Fall 2009 For information about citing these materials or our Terms of Use, visit: ....

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- Fall '09
- Klaus-JürgenBathe
- Finite Element Method, Finite Element Analysis, HMS H2, Berlin U-Bahn, HMS H3, HMS H1, HMS H4