Determine the stiffness matrices of elements 1, 3 and 5 in the local co-ordinate system and then convert the local stiffness matrices to the global co-ordinate system. Show all calculations. A = 0.0015, E = 200 GPa. Node 1 is a pin, Node 3 is a roller
Determine the stiffness matrices of elements 1, 3 and 5 in the local co-ordinate system and then convert the local stiffness matrices to the global co-ordinate system. Show all calculations. A = 0.0015, E = 200 GPa. Node 1 is a pin, Node 3 is a roller
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the stiffness matrices of elements 1, 3 and 5 in the local co-ordinate system and then convert the local stiffness matrices to the global co-ordinate system. Show all calculations. A = 0.0015, E = 200 GPa. Node 1 is a pin, Node 3 is a roller
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Step 1: Given
VIEWStep 2: Local stiffness matrix
VIEWStep 3: Local stiffness matrix for member 1, 3 and 5
VIEWStep 4: Relationship between local and global stiffness matrix
VIEWStep 5: Global stiffness matrix for member - 1
VIEWStep 6: Global stiffness matrix for member - 3
VIEWStep 7: Global stiffness matrix for member - 5
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