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Name: 10 KN/m 9 kN-m SKN mm 2. (35pts) The problem to the to the right has been discretized with frame elements: a) (10p

Posted: Mon May 16, 2022 6:46 am
by answerhappygod
Name 10 Kn M 9 Kn M Skn Mm 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10p 1
Name 10 Kn M 9 Kn M Skn Mm 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10p 1 (40.55 KiB) Viewed 80 times
Name: 10 KN/m 9 kN-m SKN mm 2. (35pts) The problem to the to the right has been discretized with frame elements: a) (10pts) Give the element stiffness matrices in the global coordinate system (k] for each element noting which DOF's correspond to each column/row. b) (10pts) Assemble the system stiffness matrix, indicating which DOF's correspond to each column/row. c) (5pts) State the global nodal load column array {F), be sure to substitute for any known values, use standard notation (e.g. Rıx) to denote unknown reactions. d) (5pts) State the global work equivalent nodal load array :(Fo, be sure to specify units. e) (Spts) State the global DOF column array (D), be sure to specify any known values. 4 m 0 E = 100 GPS A - 2x10-10 1 = 1x10-4 m