Name 10 Kn M 9 Knm Skn 4 M 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10p 1 (40.55 KiB) Viewed 38 times
Name 10 Kn M 9 Knm Skn 4 M 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10p 2 (38.45 KiB) Viewed 38 times
Name 10 Kn M 9 Knm Skn 4 M 2 35pts The Problem To The To The Right Has Been Discretized With Frame Elements A 10p 3 (38.45 KiB) Viewed 38 times
Name: 10 KN'm 9 kNm SKN 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. Rıx) 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. 0 E = 100 GPS A - 2x10-10 1 = 1x10-4 mm
10 kN/m 9 KN- S KN 4 m 4 m E = 10H GPS 1 = 1x10-4 m -
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!