Understanding Net Shear Area in Masonry Design

View profile for Mohammad Zia Zamani, P.E.

Licensed PE | Structural, Wind & Seismic Design | Multi-Sector Infrastructure: Commercial, Industrial, Military, Telecom | Skilled in Code Compliance & Performance-Based Structural Design

In masonry design, the code sets the baseline — true performance sets the standard. TMS 402‑16, Section 2.2 defines net shear area as “the net area effective in resisting shear.” This small detail has a big impact: using the correct net area ensures shear capacity truly reflects wall behavior, especially in flanged or partially grouted walls. In practice, engineers stick to the accurate net shear area, not the gross section — exactly what the code intends. Question for fellow engineers: Do you follow the definition strictly, or tweak it for complex geometries? I’d love to hear your approaches and experiences — let’s share best practices! #StructuralEngineering #MasonryDesign #ShearWalls #EngineeringExcellence #CivilEngineering

Ferdous Samim

Architectural Designer | Revit, BIM, AutoCAD

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I believe it’s necessary to bend the regulations/codes in a way to do our job smartly as well as not violet them.

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