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Slope-Deflection Method - Theory & Concepts - Slope Deflection

An analytical displacement-based method for determining end moments in continuous beams and rigid frames.

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Slope-Deflection Method: Propped Cantilever

Span Length (L): 10 m

Uniform Load (w): 10 kN/m

Support A Settlement (Δ): 0 mm

Results

Rotation at A (θ_A): 0.000 x 10^-3 rad
Rotation at B (θ_B): 0.000 rad (Fixed)
Moment at A (M_AB): 0.00 kNm (Pinned)
Moment at B (M_BA): 0.00 kNm

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