Question 3. Displacements at the ends of a two-nodeaxial element at nodes o and Ku, =0.lcm ve u, = 0.3cm, respectively, modulus of elasticityE = 200GPA, figure for the element in Fig. 4functions (5)=}(1-5), $,(5)=}(1+5) and the length of the%3Delement is L = 1.6m. finite elementmethod at x = 0.6m;%3Da. Find the axial displacement.b. Calculate the normal stress.=-1一-Şekil 4

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Question 3. Displacements at the ends of a two-node axial element at nodes and K 4=0.lcm ve u, = 0.3cm, respectively, modulus of elasticity E = 200GPA, figure for the element in Fig. 4 functions (5)=}(1-5), 4,(5) = H(1+5) and the length of the %3D element is L = 1.6m. finite element = 0.6m; a. Find the axial displacement. b. Calculate the normal stress. method at x =

Question 3. Displacements at the ends of a two-node axial element at nodes and K 4=0.lcm ve u, = 0.3cm, respectively, modulus of elasticity E = 200GPA, figure for the element in Fig. 4 functions (5)=}(1-5), 4,(5) = H(1+5) and the length of the %3D element is L = 1.6m. finite element = 0.6m; a. Find the axial displacement. b. Calculate the normal stress. method at x =

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.2.7P: Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 15 in. and...

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