Structural Wood Design: Asd/lrfd Page

"Factored" loads increase the design burden based on the uncertainty of the load type (e.g., higher factors for live loads vs. dead loads).

Applies a single Factor of Safety to the material's ultimate strength to determine "allowable" stresses. Loads: Uses actual expected (unfactored) service loads. Structural wood design: ASD/LRFD

The choice often depends on the specific project requirements or the engineer's preference: LRFD versus ASD for Wood Design "Factored" loads increase the design burden based on

Traditional, deterministic method based on elastic design . Loads: Uses actual expected (unfactored) service loads

In modern structural engineering, designers of wood systems must navigate two distinct philosophies: and Load and Resistance Factor Design (LRFD) . Both are currently accepted by the National Design Specification® (NDS®) for Wood Construction. 🏗️ Design Philosophies Allowable Stress Design (ASD)

Standard in steel and concrete design and gradually gaining ground in the wood industry. ⚖️ Key Differences for Designers Load Factors Usually 1.0 (unfactored) Multipliers > 1.0 (e.g., 1.2, 1.6) Material Strength Reduced by Factor of Safety Multiplied by resistance factor ( Calculations Stress-based ( Strength-based ( Efficiency Can be conservative for mixed loads More efficient for transient load combinations 🪵 Why Choose One Over the Other?

Applies separate factors to both loads (Load Factors) and material strength (Resistance Factors).