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This is where the magic happens. Besavilla uses the Whitney stress block to determine the nominal moment capacity ($M_n$).

He simplifies the interaction diagrams. For short columns under axial load and bending, he provides the famous "Besavilla Curve" approximations.

Singly and doubly reinforced rectangular beams, T-beams, and the Working Stress Design (WSD) method. Slabs & Staircases:

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I do my best to keep this free tool running, but some months it's hard. We appreciate your continued support, and are building new tools that will make it even easier to market your books in style.

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