Name 10 Nm 9 Kn M S Kn 4 M 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10p 1 (36.68 KiB) Viewed 55 times
Name 10 Nm 9 Kn M S Kn 4 M 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10p 2 (38.45 KiB) Viewed 55 times
Name: 10 Nm 9 KN-m S KN 4 m 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. Rx) to denote unknown reactions. d) (5pts) State the global work equivalent nodal load array:{F}, be sure to specify units. e) (5pts) State the global DOF column array {D), be sure to specify any known values. 4 m 0 E = 100 GPS A - 2x10- I = 1x10-4
10 kN/m 9 KN- S KN 4 m 4 m E = 10H GPS 1 = 1x10-4 m -
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