Simple Beam - Uniformly Distributed Load

Simple Beam - Uniformly Distributed Load

Input Data:

Length = ft
Dist. Load = lb/ft
Elasticity Modulus = ksi
Moment of Inertia = in4
x = ft
Results:

Reaction (R) = lb
Shear (V) = lb
  Vx = ft-lb
Max Moment = ft-lb
  Mx = ft-lb
Max. Delta = in
  Deltax = in