Works as advertised. Thanks for making this calculator . I might not fully understand the point load section design theory
Wood beam Not available in metric
Marginal Probs: No LRFD analysis method Which is where wood is headed. Point load can't be zero. Needs tributary width with loads in psf instead of plf which unnecessarily make user have to precalc loading. Also needs non-uniform and triangular loading. Would be great to add standard lumber size presets.
Results can be emailed.
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