Solve the member end forces, end moments, and reactions at supports of the beam shown using matrix method of analysis. Use 3 decimal places in all the computations except for displacements (8 decimal places).
E = 40 GPA
I = 60x10^9 mm^4
A = 300 Kn
B = 180 KN/m
B I 6 m B N I 6 m 2B 6 m D 21 5m 1.5B ** 21 5 m E
Solve the member end forces, end moments, and reactions at supports of the beam shown using matrix method of analysis.
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