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Using FE method, solve the vertical displacement at Node 2. All three truss elements have EA = 10°N and L = 1m. For boundary conditions, use a pin joint at Node 1 and v3 = 0 for (a) and u3 = 0 for (b). Discuss about finite element results. L 3 1 L 2 1,000 N 600 L 3 1 L (b) 2 X (2) 1,000 N

Using FE method, solve the vertical displacement at Node 2. All three truss elements have EA = 10°N and L = 1m. For boundary conditions, use a pin joint at Node 1 and v3 = 0 for (a) and u3 = 0 for (b). Discuss about finite element results. L 3 1 L 2 1,000 N 600 L 3 1 L (b) 2 X (2) 1,000 N

Advanced Engineering Mathematics
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
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Using FE method, solve the vertical displacement at Node 2. All three truss elements have EA = 10°N and L = 1m. For boundary conditions, use a pin joint at Node 1 and v3 = 0 for (a) and u3 = 0 for (b). Discuss about finite element results. L 3 1 L 2 1,000 N 600 L 3 1 L (b) 2 X (2) 1,000 N
Transcribed Image Text:Using FE method, solve the vertical displacement at Node 2. All three truss elements have EA = 10°N and L = 1m. For boundary conditions, use a pin joint at Node 1 and v3 = 0 for (a) and u3 = 0 for (b). Discuss about finite element results. L 3 1 L 2 1,000 N 600 L 3 1 L (b) 2 X (2) 1,000 N
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