Calculates Masonry Columns using Working Stress Design.

Masonry Column

  • Analyzes and designs a masonry bearing wall with out-of-plane wind/seismic loads. Can enter a single vertical point load(beam support). Vertical loads can have eccentricity. Strength Design is used with P-Delta analysis. The same wall is calculated using Working Stress Design on another tab.

    Reference: 2006 IBC, ACI 530-05, TMS 402-05