Point loads, UDLs and cantilevers — the classic beam formulas, solved live with verdicts.
Deflection, max moment and reactions for a point load at midspan.
Deflection, moment and reactions under a uniformly distributed load.
Tip deflection and fixed-end moment for a load at the cantilever tip.
Max safe UDL a given beam section can carry over a span — strength and deflection both.
Required section modulus from load & span, with the lightest ISMB suggested.
Check computed deflection against the code serviceability limits L/240, L/360.
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