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Shear-force and bending-moment diagrams2D

Applied-couple diagram

Build discontinuity-aware load, shear, and moment diagrams with synchronized analytical relationships.

Open the complete lesson
Interactive 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 dV/dx=w(x)dV/dx=-w(x) and dM/dx=V(x)dM/dx=V(x).
18.0 kN·m
Load w(x)0.00 kN/m
0.00.0x=4.50 m
Shear V(x)-1.80 kN
Left reaction: jump from 0.00 to -1.80 kNRight reaction: jump from -1.80 to 0.00 kN0.0-1.8x=4.50 m
Moment M(x)9.90 kN·m
Applied couple: jump from -7.20 to 10.80 kN·m10.8-7.2x=4.50 m
Beam length
10 m
m
618

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Load magnitude
20 kN
kN
260

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Load position
4.00 m
m
0.509.50

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Clockwise applied couple
18 kN·m
kN·m
-4040

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Synchronized cursor x
4.5 m
m
0.010.0

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

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
dVdx=w(x)\frac{dV}{dx}=-w(x)
dMdx=V(x)\frac{dM}{dx}=V(x)
Model scope and verification

Use the displayed units and idealizations, then verify the governing balance or compatibility equation before interpreting the result.