(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:
1 Write The Full Symbolic Global Stiffness Matrix For This Beam Adhering To The Numbering Convention Shown In The 1 (127.06 KiB) Viewed 37 times
1 Write The Full Symbolic Global Stiffness Matrix For This Beam Adhering To The Numbering Convention Shown In The 2 (22.3 KiB) Viewed 37 times
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
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