About this document
Wind Load and Deflection Design Guidelines by vishwajit789 is a document available to read on EtoBox.
The document outlines deflection criteria for floor members, specifying live load deflection as L/480 and total load deflection as L/360. It details wind load parameters for the main wind force resisting system, including a basic wind speed of 115 mph and a risk category of II. Additionally, it describes the design approach for a proposed stud wall and remedial design for damaged joists based on the specified loads.
- Author
- vishwajit789
- Language
- EN