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This document contains the solution steps for analyzing a structural system with 5 degrees of freedom. A 5x5 stiffness matrix [K] is formed from the global stiffness matrix [A] and element stiffness matrix [S]. The displacements [D] are calculated by multiplying the inverse of [K] with the load vector [P]. The internal forces [M] are then determined by subtracting the strain energy [SR] from the applied end moments [Mf]. The final internal forces are: MAB = 79.5 Kn.m, MBA = 432 Kn.m, MBC = -178 Kn.m, MCB =

Author

Nabila rasay

Language

EN