Name 10 N M 9 Kn M S Kn 4 M 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10 1 (36.7 KiB) Viewed 51 times
Name 10 N M 9 Kn M S Kn 4 M 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10 2 (36.7 KiB) Viewed 51 times
Name: 10 N/m 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- 1 = 1x10-4m
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