Using the stiffness matrix method, solve the beam shown. Consider EI = cte. Follow the numbering of elements indicated. Support A is recessed.Required:a) Find the stiffness matrix of each elementb) Find the stiffness matrix of the entire beamc) Find the unknown displacementsd) Find the reactions at the supportse) Draw the DFC and DMF diagrams. Using the stiffness matrix method, solve the beamshown. Consider El = cte.Follow the numbering of elements indicated. Support A isrecessed. Required:a) Find the stiffness matrix of each elementb) Find the stiffness matrix of the entire beamc) Find the unknown displacementsd) Find the reactions at the supportse) Draw the DFC and DMF diagrams.A9 m30 kN4 kNB6 m26 mC3D9 m

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Using the stiffness matrix method, solve the beam shown. Consider El = cte. Follow the numbering of elements indicated. Support A is recessed. Required: a) Find the stiffness matrix of each element b) Find the stiffness matrix of the entire beam c) Find the unknown displacements d) Find the reactions at the supports e) Draw the DFC and DMF diagrams. A 9 m 30 kN 4 kN B 6 m 2 6 m C 3 D 9 m

Using the stiffness matrix method, solve the beam shown. Consider El = cte. Follow the numbering of elements indicated. Support A is recessed. Required: a) Find the stiffness matrix of each element b) Find the stiffness matrix of the entire beam c) Find the unknown displacements d) Find the reactions at the supports e) Draw the DFC and DMF diagrams. A 9 m 30 kN 4 kN B 6 m 2 6 m C 3 D 9 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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