Shear-force and bending-moment diagrams2D
Applied-couple diagram
Build discontinuity-aware load, shear, and moment diagrams with synchronized analytical relationships.
Open the complete lessonInteractive engineering simulation
Applied-Couple Diagram Explorer
Apply a concentrated couple: moment jumps while shear remains continuous.
Tension-positive N · sagging-positive M
Sign convention: positive tension. On the left cut face, positive shear acts downward and positive moment counterclockwise; arrows reverse on the right face. Downward distributed load is positive, so and .
Load w(x)0.00 kN/m
Shear V(x)-1.80 kN
Moment M(x)9.90 kN·m
Cursor shear
-1.80 kN
Cursor moment
9.90 kN·m
Left reaction
-1.80 kN
Right reaction
1.80 kN
Maximum moment
10.80 kN·m at 4.00 m
Zero-shear locations
None
Piecewise shear equation
V(x)=-1.800⟨x-0.00⟩⁰ + 1.800⟨x-10.00⟩⁰
Piecewise moment equation
M(x)=-1.800⟨x-0.00⟩¹ + 1.800⟨x-10.00⟩¹ + 18.000⟨x-4.00⟩⁰
Model scope and verification
Use the displayed units and idealizations, then verify the governing balance or compatibility equation before interpreting the result.