Email Print Beam Design Formulas Written by Jerry Ratzlaff on 18 April 2018. Posted in Structural Simple Supported Beam Uniformly Distributed Load Load Increasing Uniformly to One End Load Increasing Uniformly to Center Uniform Load Partially Distributed at One End Uniform Load Partially Distributed at Any Point Uniform Load Partially Distributed at Each End Concentrated Load at Center Concentrated Load at Any Point Two Point Loads Equally Spaced Two Equal Point Loads Unequally Spaced Two Unequal Point Loads Unequally Spaced Uniformly Distributed Load and Variable End Moments Central Point Load and Variable End Moments Beam Fixed at One End Uniformaly Distributed LoadConcentrated Load at CenterConcentrated Load at Any Point Beam Fixed at Both Ends Uniformaly Distributed LoadConcentrated Load at CenterConcentrated Load at Any Point Cantilever Beam Uniformaly Distributed LoadLoad Increasing Uniformly to One End Uniformly Distributed Load and Variable End Moments Concentrated Load at Any Point Concentrated Load at Free EndLoad at Free End Deflection Vertically with No Rotation Overhanging Beam Uniformly Distributed Load Uniformly Distributed Load on Overhang Uniformly Distributed Load Over Supported Span Uniformly Distributed Load Overhanging Both Supports Point Load on Beam EndPoint Load Between Supports at Any Point Two Span Continuous Beam Equal Spans, Uniformly Distributed Load Equal Spans, Uniform Load on One Span Unequal Spans, Uniformly Distributed Load Equal Spans, Concentrated Load at Center of One Span Equal Spans, Two Equal Concentrated Loads Symmetrically PlacedEqual Spans, Concentrated Load at Any PointUnequal Spans, Concentrated Load on Each Span Symmetrically Placed Three Span Continuous Beam Equal Spans, Uniformly Distributed LoadEqual Spans, Uniform Load on Two Spans to One SideEqual Spans, Uniform Load on Two Spans at Each End Four Span Continuous Beam Equal Spans, Uniformly Distributed LoadEqual Spans, Uniform Load on Three SpansEqual Spans, Uniform Load on Two Spans Tags: Equations for Pipe Sizing Equations for Beam Support