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This document summarizes the matrix method for displacements of planar frames. It provides the properties and coordinates of two frame elements - element 2-1 and element 1-3. It then shows the transformation matrices and global coordinates for each element. Finally, it assembles the overall structure matrix and solves for displacements and reactions. The displacements are 0.000395059 m laterally, -0.000162103 m vertically, and 0.000853152 radians of rotation. The total reaction at the right end is -70.6 kN.

Author

JulianRuiz

Language

EN