SOLVE THIS PROBLEM ONLY BY MATRIX ANALYSIS BY USING STIFNESS MATRIX GIVEN. DERIVE (REACTIONS, MEMBER FORCES,...

 

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SOLVE THIS PROBLEM ONLY BY "MATRIX ANALYSIS" BY USING STIFNESS MATRIX GIVEN. DERIVE (REACTIONS, MEMBER FORCES, DISPLACEMENTS). T= k= cos0-sin 0 sin 0 cose 0 0 0 0 AE L -AE L 0 0 cos() sin 0 -AE L AE L 0 - sin 0 cose ||1.2m- B -1.5 m- EA = constant E = 70 GPa A = 40 cm² 200 KN 3.6 m SOLVE THIS PROBLEM ONLY BY "MATRIX ANALYSIS" BY USING STIFNESS MATRIX GIVEN. DERIVE (REACTIONS, MEMBER FORCES, DISPLACEMENTS). T= k= cos0-sin 0 sin 0 cose 0 0 0 0 AE L -AE L 0 0 cos() sin 0 -AE L AE L 0 - sin 0 cose ||1.2m- B -1.5 m- EA = constant E = 70 GPa A = 40 cm² 200 KN 3.6 m

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1 Define the global stiffness matrix The stiffness matrix for each member is given in the problem statement as k AEL AEL AEL AEL where A is the crosss... View the full answer