AISC Beam Deflection Calculator
Imperial-first beam page using ft, kip, ksi, and in^4.
Best match when the query explicitly expects AISC-style units and steel-beam context.
If you need a quick steel beam check in imperial units, start with the AISC page and use the generic solver or formulas page when you need more detail.
Imperial-first beam page using ft, kip, ksi, and in^4.
Best match when the query explicitly expects AISC-style units and steel-beam context.
Generic one-span beam solver with reactions, shear, moment, and deflection output.
Useful if the user needs a more neutral beam setup after starting from an AISC-flavored page.
Converts beam inputs and outputs across metric and imperial units.
Important when loads or section data come from mixed unit sources.
Shows the standard beam formulas and assumptions behind the one-span response.
Useful when the user wants to sanity-check an imperial beam result against the closed-form equations.
| Topic | AISC Beam Deflection Calculator Imperial Units |
| Start here | AISC Beam Deflection Calculator |
| Use for unit cleanup | Beam Deflection Unit Converter |
| Use for assumption review | Beam Deflection Formulas |
| Use for generic one-span checks | Generic Beam Solver |
No. The page is framed for imperial beam checks, but the response engine still depends on span, load, modulus, and inertia. It can be used with any beam data entered consistently in imperial units.
Because many users receive section properties in metric tables and loads in imperial project notes, or the other way around. The converter helps clean that up.
Move to the advanced beam pages when continuity, multiple supports, overhangs, or fixed-end behavior begin to govern the response.