Calculate all nodal member forces for the truss. Use A = 0.0015 and E = 200GPa Node I is pinned, node 3 is a roller 3m 4m- displacements and all 12 kN 2 5 Fig 2. Truss for Q2 -4 m- 21 5
Calculate all nodal member forces for the truss. Use A = 0.0015 and E = 200GPa Node I is pinned, node 3 is a roller 3m 4m- displacements and all 12 kN 2 5 Fig 2. Truss for Q2 -4 m- 21 5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Given
VIEWStep 2: Formulation of global element stiffness matrix
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VIEWStep 3: Formulation of global element stiffness matrix for member 1, 2 and 5
VIEWStep 4: Formulation of global element stiffness matrix for member 3 and 4
VIEWStep 5: Assembling global stiffness matrix
VIEWStep 6: Relation between stiffness, displacement and force matrices
VIEWStep 7: Boundary conditions
VIEWStep 8: Determination of unknown displacement
VIEWStep 9: Support reactions
VIEWStep 10: Member forces
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