Best SFD_BMD Calculator
ProBeam
Structural Analysis · FEM · Euler-Bernoulli · Direct Stiffness
Solve Mode: —
Auto FEM · Hinge-aware
Tip: Drag to move · Double-tap/click to edit · Del to remove selected · Negative force = upward · Ctrl+Z Undo · Ctrl+Y Redo
Reactions & Results
Diagrams
SHEAR FORCE DIAGRAM (SFD)
V(x)BENDING MOMENT DIAGRAM (BMD)
M(x)DEFLECTION / ELASTIC CURVE
δ(x)Symbolic Equations
Piecewise V(x), M(x)
—
Edit Element
ProBeam — User Guide
Full structural analysis of any 1D beam using the Direct Stiffness Method (FEM), Euler-Bernoulli beam elements. Handles determinate and indeterminate beams exactly.
Sign Convention
- Downward loads: positive. Upward loads: negative.
- Sagging moment (concave up): positive (+). Hogging: negative (−).
- Reactions shown as ↑ upward or ↓ downward.
Supports
- Pin — Fy (and Fx).
- Roller — Fy only.
- Fixed — Fy + moment M.
Load Types
- Point Load — Concentrated force. Negative = upward.
- UDL — Uniform. Negative = upward.
- UVL — Zero→peak at end.
- Tri ◁ — Peak at start, zero at end.
- Tri ▷ — Zero at start, peak at end.
- Trapezoid — Linear variation.
- Moment — Applied couple CW or CCW.
- Hinge ◉ — Internal hinge: bending moment = 0, rotation free, shear & deflection continuous.
Features
- SFD, BMD, Elastic Curve (Deflection)
- Point of Contraflexure (marked on beam & BMD)
- Max Shear / Max Moment auto-labelled
- Reaction values displayed on beam
- Undo/Redo history (Ctrl+Z / Ctrl+Y)
- Save/Load project as JSON
- Export text report
- Snap control (0.1 / 0.5 / 1m)
Keyboard
- Delete/Backspace — Remove selected
- Escape — Deselect / close panel
- Ctrl+Z — Undo
- Ctrl+Y / Ctrl+Shift+Z — Redo
Add Element
Analysis Report
ProBeam
Structural Analysis · FEM · Euler-Bernoulli · Direct Stiffness
Solve Mode: —
Auto FEM · Hinge-aware
Tip: Drag to move · Double-tap/click to edit · Del to remove selected · Negative force = upward · Ctrl+Z Undo · Ctrl+Y Redo
Reactions & Results
Diagrams
SHEAR FORCE DIAGRAM (SFD)
V(x)BENDING MOMENT DIAGRAM (BMD)
M(x)DEFLECTION / ELASTIC CURVE
δ(x)Symbolic Equations
Piecewise V(x), M(x)
—
Edit Element
ProBeam — User Guide
Full structural analysis of any 1D beam using the Direct Stiffness Method (FEM), Euler-Bernoulli beam elements. Handles determinate and indeterminate beams exactly.
Sign Convention
- Downward loads: positive. Upward loads: negative.
- Sagging moment (concave up): positive (+). Hogging: negative (−).
- Reactions shown as ↑ upward or ↓ downward.
Supports
- Pin — Fy (and Fx).
- Roller — Fy only.
- Fixed — Fy + moment M.
Load Types
- Point Load — Concentrated force. Negative = upward.
- UDL — Uniform. Negative = upward.
- UVL — Zero→peak at end.
- Tri ◁ — Peak at start, zero at end.
- Tri ▷ — Zero at start, peak at end.
- Trapezoid — Linear variation.
- Moment — Applied couple CW or CCW.
- Hinge ◉ — Internal hinge: bending moment = 0, rotation free, shear & deflection continuous.
Features
- SFD, BMD, Elastic Curve (Deflection)
- Point of Contraflexure (marked on beam & BMD)
- Max Shear / Max Moment auto-labelled
- Reaction values displayed on beam
- Undo/Redo history (Ctrl+Z / Ctrl+Y)
- Save/Load project as JSON
- Export text report
- Snap control (0.1 / 0.5 / 1m)
Keyboard
- Delete/Backspace — Remove selected
- Escape — Deselect / close panel
- Ctrl+Z — Undo
- Ctrl+Y / Ctrl+Shift+Z — Redo