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README.md

Assumptions

Moment calculations made with the following assumptions:

  • Doubly symmetric compact I-shaped members bent about their major axis
  • Fy = 50 ksi
  • E = 29000 ksi
  • Cb = 1
  • c = 1 from AISC Specification Equation F2-8a for doubly symmetric I-shaped members
  • Straight line interpolation between points at 1 ft. intervals

Calculations

AISC Steel Construction Manual, 15th Edition, Design Examples

Data Attribution

AISC Shapes Database version 15.0, and properties consistent with the AISC Steel Construction Manual, 15th Edition