Fixed Beam Both Ends, Uniformly Distributed Load

Fixed Beam Both Ends, Uniformly Distributed Load with point of interest

Beam Diagram

Outputs in Metric and Imperial

R = V	.....	.....	.....	lbf
V_x	.....	.....	.....	lbf
M_max (at the ends)	.....	.....	.....	lbf in
M₁ (at the centre)	.....	.....	.....	lbf in
M_x	.....	.....	.....	in
Δ_max(at the centre)	.....	.....	.....	in
Δ_x	.....	.....	.....	in
x (points of contraflexure)	.....	.....	.....	in

Enter Forces, Distances, Youngs Modulus & Moment of Inertia

Total Length (L):
Length (a):
Point of Interest (x):
Weight (W):
Youngs Modulus (E):
Moments of Inertia (I):

How to use the Calculator:

Using the input boxes enter forces, distances, Youngs Modulus & moment of inertia.
Choose your units & press the calculation Reaction, Shear Forces, Moments & Deflections
button. Outputs in metric and imperial. The beam diagram shows the notation.

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