Beam Selector

Enter your span and loads to find the lightest SpanCorr Beam at each web depth for a simple span under gravity LRFD combinations. Flexure per AISC 360-22 §F5, web shear per EN 1993-1-5:2024 Cl. 13 (AISI S100-24), deflection including shear.

Design Inputs — uniform load, simple span

Span L (ft)

Unbraced length Lb (ft)

0 = continuously braced (e.g. deck)

Include beam self weight

Superimposed dead load (klf)

excl. beam self weight

Live load (klf)

1.0 conservative

D/C limit

max utilization

Application (deflection limits)

Your details

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Name

Company

Role

For sizing guidance only. Selects the lightest SpanCorr Beam at each standard web depth for a simple span under 1.4D and 1.2D + 1.6L (ASCE 7-22). Flexure per AISC 360-22 §F5; web shear per EN 1993-1-5:2024 Cl. 13 (AISI S100-24 §A1.2.6(c)); deflection includes shear. Unequal/moving loads, continuous spans, cantilevers, axial load, vibration, ponding, web openings, and connections are out of scope. All selections must be verified by the Engineer of Record before use in construction documents. SpanCorr Beam · A572 Gr. 50 flanges, A1008 Gr. 50 corrugated sinusoidal web · standard lengths 30–65 ft