// CODE SNIPPET
4.2.2 Compact Members
JUMP TO FULL CODE CHAPTER
All moment-frame elements meet the compact section requirements of the basic AISC documents.
For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the member capacities. Check member capacities, using member demands obtained from a frame analysis. Calculate member capacities using appropriate criteria for noncompact sections. Check the member capacities using appropriate R values (e.g., noncompact members require use of the R value for ordinary frames).
Related Code Sections
4.2.2 Seismic Evaluation Procedures for Hospital Buildings, Compact Members
All moment-frame elements meet the compact section requirements of the basic AISC documents. For conforming buildings, the evaluator may consider ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.2 Steel Moment Frames > 4.2.2 Compact Members
4.2.2 Seismic Evaluation Procedures for Hospital Buildings, Compact Members
All moment-frame elements meet the compact section requirements of the basic AISC documents. For conforming buildings, the evaluator may consider ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.2 Steel Moment Frames > 4.2.2 Compact Members
J107.5 Grading, Compaction
All fill material shall be compacted to 90 percent of maximum density as determined by ASTM D1557, Modified Proctor, in lifts not exceeding 12 inches ...
J107.5 Grading, Compaction
All fill material shall be compacted to 90 percent of maximum density as determined by ASTM D1557, Modified Proctor, in lifts not exceeding 12 inches ...
1803.5.8 Soils and Foundations, Compacted Fill Material
Where shallow foundations will bear on compacted fill material more than 12 inches (305 mm) in depth, a geotechnical investigation shall be conducted ...
California Building Code 2016 (Vol 1 & 2) > 18 Soils and Foundations > 1803 Geotechnical Investigations > 1803.5 Investigated Conditions > 1803.5.8 Compacted Fill Material