Question: 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

SOLVE THIS PROBLEM ONLY BY  
SOLVE THIS PROBLEM ONLY BY "MATRIX ANALYSIS" BY USING STIFNESS MATRIX GIVEN.

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 cm 200 KN 3.6 m

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