(1) Write the full Symbolic Global Stiffness matrix, for this beam, adhering to the numbering convention shown in the
Posted: Mon Apr 25, 2022 9:33 am
(1) Write the full Symbolic Global Stiffness
matrix, for this beam, adhering to the numbering
convention shown in the diagram.
(2) Find , the unknown deflection at (2)
Adhere to the following numbering convention and stiffness
matrix:
2 4 6 6 9 kN/m 6 kN/m 1 3 5 2 2 3 (1 6 m 4 m
ΕΙ -12 Δη V, Μ, V2 [Μ2. ! THE ENT ΕΙ 12 13 ΕΙ 6 12 ΕΙ -12 13 EI 6 12 II ΕΙ -6 12 ΕΙ 12 13 ΕΙ -6 12 งงงง ΕΙ 6 12 ΕΙ 2 L θ, ΕΙΠΔ2 -6 12 | Lθ,. ΕΙ 4 L ΕΙ
matrix, for this beam, adhering to the numbering
convention shown in the diagram.
(2) Find , the unknown deflection at (2)
Adhere to the following numbering convention and stiffness
matrix:
2 4 6 6 9 kN/m 6 kN/m 1 3 5 2 2 3 (1 6 m 4 m
ΕΙ -12 Δη V, Μ, V2 [Μ2. ! THE ENT ΕΙ 12 13 ΕΙ 6 12 ΕΙ -12 13 EI 6 12 II ΕΙ -6 12 ΕΙ 12 13 ΕΙ -6 12 งงงง ΕΙ 6 12 ΕΙ 2 L θ, ΕΙΠΔ2 -6 12 | Lθ,. ΕΙ 4 L ΕΙ