Elias pulled up the LRFD PDF. He navigated to Section 6.4— Foundation Design . The equations were beautiful in their brutality. They didn't ask for a single, comfortable safety factor. They demanded a precise inventory of every danger: a load factor of 1.3 for environmental waves, 1.1 for the dead weight of the platform, and a resistance factor of 0.85 for the soil's friction angle.
: Planning, Designing, and Constructing Fixed Offshore Platforms—Load and Resistance Factor Design. Standard ID : API RP 2A-LRFD : 2019 (R2024). Total Pages : 518. Current Status : Active (Reconfirmed 2024). Core Content & Scope Api Rp 2a-lrfd 2019 Pdf
Annex B (Commentary on Environmental Loads) was expanded to include: Elias pulled up the LRFD PDF