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Simply Supported Beam — Distributed Load (intermediate, linear wₐ→w_b)

The beam is simply supported at both ends. A distributed line load begins at position a and extends a length b, varying linearly from wa at x=a to wb at x=a+b. If a+b = L the load reaches the right support.

Simply supported beam with distributed load over [a, a+b], varying linearly from wₐ at x=a to w_b at x=a+b; reactions R1, R2 indicated.

Global units

Tip: For kN/m, enter as N/m or convert (1 kN/m = 1 N/mm).

These selections apply to all inputs and results on this page.

Input parameters

Unit: lbf/ft
Unit: same as wa
Unit: ft
Unit: ft
Unit: ft
Unit: ft
Unit: ksi
Unit: inch
Unit: in⁴
  • Use dot “.” as decimal separator.
  • Positive w acts downward (as drawn).
  • Constraints: 0 ≤ a ≤ L, 0 ≤ b ≤ L, and a+b ≤ L.

Results

ParameterValue
Reaction Force R₁--- lbf
Reaction Force R₂--- lbf
Shear @ x (Vₓ)--- lbf
Max Shear (Vmax)--- lbf
Moment @ x (Mₓ)--- lbf·in
Max Moment (Mmax)--- lbf·in
Slope @ x (θₓ)--- radian
Max Slope (θmax)--- radian
End Slope Left (θ₁)--- radian
End Slope Right (θ₂)--- radian
Deflection @ x (yₓ)--- inch
Max Deflection (ymax)--- inch
Bending Stress @ x (σₓ)--- psi
Max Bending Stress (σmax)--- psi

Charts

Moment, shear, slope, and deflection plots update after calculation.