Please Solve only showing answers and steps, not explanations Consider the truss shown below:a) Develop the global structural stiffness matrix [K] considering that the axial stiffness ofboth truss members is identical, i.e. (AE/L)₁ = (AE/L)2=100 kip/in.-b) Report the matrix equation you would use to solve for the displacements at theunconstrained degrees of freedom.c) Report the matrix equation you would use to solve for the unknown reactions.Note that all members are axial members and deflections are small. You do not need tosolve the matrix equations for displacements or reactions.23Yட.X75 kip ↑230 kip165

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Answered: Consider the truss shown below: a)…

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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