Strength Design of Masonry #3 – Strength Design of Walls for Axial Load and Out-of-Plane Loads
During this session, design of masonry walls loaded with out-of-plane loads and axial loads will be reviewed.
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During this session, design of masonry walls loaded with out-of-plane loads and axial loads will be reviewed. Methods to consider secondary bending moments will be examined, including using P-delta provisions, and key points on interaction diagrams will be reviewed. Differences in the strength design provisions and allowable stress design will be briefly discussed.
- Review the design of walls loaded with out-of-plane with axial loads
- Identify methods to consider secondary bending moment
- Review P-delta provisions for secondary bending moment
- Describe basic differences between allowable stress design and strength design for such walls