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Q: unit load D1 , D3 : Support responses M'(2): 2 DN torque moment value L: Element length

M'1-2 (x): 1-2 Torque Moment function M2-3 (x): 2- 3 Torque Moment function ΣM1ΣM1,dn: Total torque moment relative to 1 DN.
ΣD: Total balance

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q: Distributed load D1 , D3 : Support responses M(2): 2 DN torque moment value L: Element length

M(x): Torque Moment function ΣM1,dn : Total torque moment with respect to 1 DN.
ΣD: Total balance

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Deformation of node 2 = 0.107m

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2D Frame I