Simply Supported Beam - Uniformly Distributed Load

Length of Beam: inches

Uniform Load: kips per inch

Moment of Inertia: inches4

Distance "x" from end of beam (not required): inches


The total load on this beam = 5.63 pounds.
Reaction at each end = 0.003 kips.
Maximum Moment (at center) = 0.001 kip-inches.
Maximum Deflection (at center) = 0.000 inches.
Calculations Index Circle Calc. Rectangular Calc. Home