For the following hyperstatic structure we ask for: (a) Calculate the unkown rotations (depending on EI) using the matri

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For the following hyperstatic structure we ask for:(a) Calculate the unkown rotations (depending on EI) using thematrix method considering only the unknown rotations.(b) Calculate the bending moments and shear forces at the ends ofeach chord.(c) Draw the bending moment and shear force diagrams of the entirestructure.
Respect the numbering of the nodes.

For The Following Hyperstatic Structure We Ask For A Calculate The Unkown Rotations Depending On Ei Using The Matri 1 (49.19 KiB) Viewed 21 times

◄2 m-4 ⒸTTTTTTT 8 kN 10 kN/m ΕΙ -5 m 3 2EI 2 ΕΙ -4 m ▶2 m 6 KN